Div Bhav 2013-14 Gsrrda 1

Superintending EngineerPanchayat R & B Circle-2

Rajkot

PMGSY SOR 13-14 [Chapter -Abs](Page-1)

SR. No. PARTICULAR From Page

To Page

1 SOR Front Page 0 02 ABSTRACT3 Rates of Labour4 Rates of Palnt & Machinery5 Rates of Material6 SOR Summary7 CHAPTER-1 LOADING, UNLOADING, CARRIAGE

CRUSHING OF MATERIALS AND SETTING OUT8 CHAPTER-2 SITE CLEARANCE 9 CHAPTER-3 EARTHWORK, EROSION CONTROL AND

DRAINAGE10 CHAPTER-4 GRANULAR SUB-BASES, BASES (NON-

BITUMINOUS) AND SHOULDERS11 CHAPTER-5 BASES AND SURFACE COURSES

(BITUMINOUS)12 CHAPTER-6 CEMENT CONCRETE PAVEMENT13 CHAPTER-7 CAUSEWAY AND SUBMERSIBLE BRIDGES

14 CHAPTER-8 HILL ROADS15 CHAPTER-9 PIPE CULVERTS16 CHAPTER-10 TRAFFIC SIGNS, MARKINGS AND OTHER

ROAD APPURTENANCES17 CHAPTER-11 FOUNDATION18 CHAPTER-12 SUBSTRUCTURE19 CHAPTER-13 SUPER STRUCTURE20 CHAPTER-14 PROTECTION WORKS21 CHAPTER-15 MAINTENANCE OF ROAD22 RA of Material Lead Loading Unloading

A B S T R A C T

PMGSY SOR 13-14 PanchayatR B Circle-2,Rajkot [Chapter -Labour](Page-1)

Sl. No. Description of Labour Unit Rate1 2 3 4

L-01 Bhisti day 196.30

L-02 Bitumen Sprayer day 199.90

L-03 Blacksmith day 207.80

L-04 Blaster day 194.50

L-05 Carpenter 1st Class day 207.80

L-06 Chips spreader day 194.50

L-07 Chiseller day 194.50

L-08 Dresser (Skilled) day 194.50

L-09 Driller day 194.50

L-10 Electrician day 196.30

L-11 Fitter day 196.30

L-12 Mason (1st class) day 207.80

L-13 Mason (2nd Class) day 199.90

L-14 Mate day 194.50

L-15 Mazdoor (Unskilled) day 194.50

L-16 Mazdoor (Semi skilled) day 196.30

L-17 Mazdoor (Skilled) day 199.90

L-18 Painter (Ist class) day 199.90

L-19 Plumber day 207.80

L-20 Surveyor day 207.80

L-21 White Washer day 196.30

BASIC RATES for Year 2013-14 SOR (PMGSY WORKS), Gujarat State(Panchayat R&B Circle-2, Rajkot)

(A) Labour

PMGSY SOR 13-14 PanchayatR B Circle-2,Rajkot [Chapter -Plant & Machinery](Page-5)

Machine Activity Unit Output Unit Rate

PM-001 Air Compressor 210 cfm Supplying compressed air cfm 210.00 per hour

300.00

PM-002 Batch mix HMP 40-60 TPH BM, DBM, SDBC, PM t/h 50.00 per hour9,000.00

PM-003 Batch type HMP 30/40 TPH BM, DBM, SDBC, PM t/h 35.00 per hour7,150.00

PM-004 Bitumen boiler oil fired Input Rate

200 litre litre / h 400.00 per hour 128.00


PM-005 Bitumen emulsion pressure distributor

Applying bitumen tack coat sqm/h 1750.00 per hour

840.00

PM-006 Concrete mixer 0.28/0.4 cum Mixing of ingradients cum/h 2.50 per hour 190.00

PM-007 Crane upto 8T Lifting of materials per hour 1,080.20

PM-008 cum/h 200.00 2,100.00

cum/h 100.00 1,814.00

PM-009 Electric generator set, 125 KVA Electricity generation KVA 100.00 per hour700.00

PM-010 Emulsion Sprayer with Tractor Spraying of Emulsion per hour 700.00

PM-011 Loading Aggregates cum/h 45.00 764.00

Loading Soil cum/h 100.00 675.00

PM-012 Hydraulic broom with tractor Surface cleaning sqm/h 1250.00 per hour 300.00

PM-013 Hydraulic Excavator 0.9 cum Excavation cum/h 100.00 per hour 1,400.00

PM-014 Hydraulic self propelled chip spreader Surface Dressing sqm/h 1500.00 per hour

2,100.00

PM-015 Jack Hammer with tractor Pavement breaking & rock drilling cum/h 05. to 1 per hour

325.00

PM-016 Joint Cutting Machine with 2-3 blades Cutting of Joints h per hour

150.00

PM-017 Mixall 6-10 t capacity Mixing of bituminous materials t/h 8.00 per hour

1,036.20

PM-018 200.00 2,100.00

50.00 1,600.00

PM-019 Needle vibrator Vibrating cement concrete mix cum/h 3.50 per hour

60.00

PM-020 Paver finisher Laying/spreading t/h 75.00 per hour 1,200.00

PM-021 Plate compactor Compaction cum/h per hour 310.00

PM-022 Plate vibrator Compaction cum/h per hour 400.00

PM-023 Screed vibrator Compaction cum/h per hour 310.00

PM-024 Smooth wheeled 80-100 kN tandem roller

Compaction of Sub-base/ Asphalt cum/h 30.00 per hour

400.00

PM-025 Stone crusher (Integrated) of 200 TPH Crushing of Spalls t/h 200.00 per hour

14,200.00

PM-026 Three wheel 80-100 kN Static Roller Compaction/ Rolling per hour

400.00

Earth:- Embankment or sub-grade cum/h 80/70

400.00

Sub-base G-I cum/h 10.00 400.00

Sub-base G-II/G-III cum/h 8.00 400.00

WMM cum/h 16.00 400.00

BUSG cum/h 10.00 400.00

BM 50/75 mm cum/h 12.00 400.00

Premix 20 mm sqm/h 250.00 400.00

Seal Coat sqm/h 500.00 400.00

Heating of bitumen

per hourDozing cutting


Description of Output of Machine Usage Rates in Rs.Sr. No.

(B) USAGE RATES OF PLANT & MACHINERY

Dozer D 50

Front end-loader 1 cum bucket capacity @ 45 cum/hour

Motor Grader

per hour

per hourcum/hScarifier & levelling




Surface Dressing 1st Coat sqm/h 400.00

400.00

Surface Dressing 2ndCoat sqm/h 500.00

400.00

PM-027 Tipper 5.5 cum/10 t Carriage cum/trip 5.50 per hour 250.00

PM-028 Tractor with Disc Harrows Pulverisation of soil cum/h 80.00 per hour 300.00

PM-029 Tractor with ripper @ 60 cum per hour

Ripping Pavements, uprooting trees cum/h 60.00 per hour

300.00

PM-030 Tractor with trolley Transportation of materials t/trip 3 to 5 per hour

300.00

PM-031 Tractor with Rotavator Scarifier cum/h 25.00 per hour 300.00

PM-032 Truck 10 t capacity Carriage cum/trip 5.50 per hour 300.00

PM-033 Compaction of soil WMM cum/h 100.00

1,200.00

Compaction of BM cum/h 60.00 1,200.00

PM-034 Water tanker 6 kl capacity (Truck Mounted) Carriage of water litre / h 12000.00 per hour

300.00

PM-035 Wet mix plant (Pug Mill) Wet Mix cum/h 25.00 per hour 1,000.00

Vibratory roller 80-100 kN per hour

PMGSY SOR 13-14 PanchayatR B Circle-2,Rajkot [Chapter -Material](Page-2)

Sr. No. Description Unit1 2 3

M-001 AC pipe 100 mm m 42.70

M-002 Aggregate - For 37.5 mm Maximum size - 22.4 mm to 5.6 mm cum 525.00

M-003 Aggregate - For 37.5 mm Maximum size - 45 mm to 22.5 mm cum 525.00

M-004 Aggregate - For 37.5 mm Maximum size - Below 5.6 mm cum 365.00

M-005 Aggregate - For 53 mm Maximum size - 22.5 mm to 5.6 mm cum 525.00

M-006 Aggregate - For 53 mm Maximum size - 63 mm to 45 mm cum 380.00

M-007 Aggregate - For 53 mm Maximum size - Below 5.6 mm cum 365.00

M-008 Aggregate - Grading I (40 mm nominal Size) 10 mm - 5 mm cum 365.00

M-009 Aggregate - Grading I (40 mm nominal Size) 25 mm – 10 mm cum 745.28

M-010 Aggregate - Grading I (40 mm nominal Size) 37.25 mm - 25 mm cum 793.28

M-011 Aggregate - Grading I (40 mm nominal Size) 5 mm and below cum 365.00

M-012 Aggregate - Grading II (19 mm nominal Size) 10 mm - 5 mm cum 442.05

M-013 Aggregate - Grading II (19 mm nominal Size) 25 mm – 10 mm cum 440.00

M-014 Aggregate - Grading II (19 mm nominal Size) 5 mm and below cum 442.05

M-015 Aggregate 10 mm cum 597.05



M-018 Aggregate- Crushable type such as moorum or Gravel for Grading I cum 120.00

M-019 Aggregate- Crushable type such as moorum or Gravel for Grading II cum 120.00

M-020 Aggregate- Crushable type such as moorum or Gravel for Grading III cum 120.00

M-021 Aggregate-Grading I 90 mm to 45 mm cum 467.05

M-022 Aggregate-Grading II 63 mm to 45 mm cum 390.00

M-023 Aggregate-Grading III 53 mm to 22.4 mm cum 470.00

M-024 Aggregates 22.4 mm to 2.36 mm for wet mix macadam cum 457.50

M-025 Aggregates 45 mm to 22.4 mm for wet mix macadam cum 470.00

M-025Aluminium sheeting (1.5 mm thick)* sqm 3680.00

M-026 Aluminium Studs 100 mm x 100 mm fitted with lense reflectors* Nos. 230.00

M-027 Bamboo (1st Class) 85 mm - 100 mm dia, 2.0 m long * No. 37.00



M-029 Bamboo (1st Class) 85 mm - 100 mm dia, 4.5 m - 5.5 m long* No. 100.00

M-028 Bamboo (2nd Class) 75mm dia, 1.8 m - 2.5 m long* No. 25.00

M-029 Bamboo (2nd Class) 75mm dia, 2.1 m - 3.0 m long* No. 45.00

M-030 Barbed wire kg 75.00

M-031 Binding Material cum 85.00

M-032 Binding wire kg 58.00

M-033 Bitumen (Crumb Rubber Modified) tonne 48775.00

M-034 Bitumen (Natural Rubber Modified) tonne 49,565.0

M-035 Bitumen (Polymer Modified) tonne 48,775.0

M-036 Bitumen (S-65) t 44,966.0

M-037 Bitumen (S-90) t 44,543.8

M-038 Bitumen Emulsion (RS-1) t 36,696.8

M-039 Bitumen Emulsion (SS-1) t 34,096.8

M-040 Bituminous sealant * litre 70.00

M-041 Blasted rubble cum 185.00

M-042 Blasting material kg 60.00

M-043 Bond stone (400 mm x 150 mm x 150 mm) No. 34.90

M-044 Brick 1st Class No. 4.69

M-045 Cement t 7,670.20

M-046 Cement Primer* litre 110.00

M-047 Chlorprene Elastomer or Closed Cell Foam Sealing Element * m 35.00

BASIC RATES for Year 2013-14 SOR (PMGSY WORKS), Gujarat State

(C) MaterialRate as on 23/10/13



Rate as on 23/10/13

M-048 Compensation for earth taken from private land * cum 17.50

M-049 Compressible Fibre Board * sqm 358.00

M-050 Copper plate* kg 390.00

M-051 Corbelling Stones (300 mm x 150 mm x 150 mm)* No. 68.00

M-052 Corrosion Resistant Structural Steel Grating* kg 60.00

M-053 Credit for excavated rock found suitable for use cum 185.00

M-054 Crow bars 40 mm dia (hire charges) hour 8.00

M-055 Crushed Sand or Grit Passing 2.36 mm and retained on 180 micron cum 376.81

M-056 Crushed Slag * cum 330.00

M-057 Crushed Stone Aggregate 26.5 mm to 75 micron cum 457.50

M-058 Crushed Stone chipping 13.2 mm nominal size cum 535.00

M-059 Crushed Stone Chipping 6.7 mm size 100% passing 11.2 mm and retained on 2.36 mm

cum 365.00

M-060 Crushed Stone Chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm

cum 365.00

M-061 Crushed Stone chipping 9.5 mm nominal size cum 440.00

M-062 Crushed Stone Coarse Aggregate Passing 53 mm and retained on 2.8 mm cum 378.00

M-063 Curing compound * litre 550.00

M-064 Debonding strips * m 6.00

M-065 Edge Stone (450 mm x 350 mm x 100 mm) * No. 66.00

M-066 Edge Stone (450 mm x 350 mm x 200 mm) * No. 72.00

M-067 Elastomeric bearing assembly * Nos. 38500.00

M-068 Electric Detonator* each 35.00

M-069 Epoxy Paint* litre 450.00

M-070 Epoxy Primer* litre 300.00

M-071 Farmyard manure* cum 295.00

M-072 Fevicol adhesive* kg 165.00

M-073 Filter media cum 948.89

M-074 Fine aggregate/Crushed sand 2.36 mm to 75 micron cum 230.00

M-075 Galvanised angle* kg 94.00

M-076 Galvanised angle Section 100 mm x 100 mm of 12 mm thickness* kg 94.00

M-077 Gelatine 80 per cent* kg 144.00

M-078 GI Pipe 100 mm dia* m 794.00

M-079 GI Pipe 50 mm dia m 410.00

M-080 GI wires* kg 92.00

M-081 Graded stone aggregate cum 446.81

M-082 Granular material (Natural occuring, soil gravel mixture / quarry waste, kankar, laterite, dhandla

cum 201.89

M-083 Hand Broken Metal 40 mm size cum 270.00

M-084 Indigo* kg 190.00

M-085 Interlocking Blocks with 60 mm thickness* sqm 201.00

M-086 Interlocking Blocks with 80 mm thickness* sqm 297.00

M-087 Joint filler board* sqm 363.00

M-088 Jute netting, open weave 25 mm square opening* sqm 30.00

M-089 Jute rope 12 mm dia* m 50.00

M-090 Key Aggregates passing 22.4 mm and retained on 2.8 mm cum 457.50

M-091 Lime t 2000.00

M-092 Lime putty* t 2,750.00

M-093 Local Wood Piles (1st Class) 150-200 mm dia ,6m long* No. 6,545.00

M-094 Local Wood Piles (1st Class) 100 mm x 75 mm cum 25,000.0

M-095 Loose stone cum 185.00

M-096 MS clamps* Nos. 45.00

M-097 MS Flat / Structural Steel* t 50,600.6

M-098 MS Sheet Tube (47 mm x 47 mm x 12 SWG Sheet)* kg 75.20

M-099 MS Sheet 1.5 mm thick* sqm 690.00



Rate as on 23/10/13

M-100 MS Sheet 2 mm thick sqm 920.00

M-101 Nuts, Bolts and Rivets t 71,500.0

M-102 Paint (Synthetic Enamel) litre 210.00

M-103 Plasticizer* litre 81.00

M-104 Polythene sheet (125 micron)* sqm 17.00

M-105 Polythene Sheething* Nos. 4.00

M-106 Quarried Stone 150-200 mm size cum 339.73

M-107 RCC Pipe NP3 (1200 mm dia)* m 4180.00

M-108 RCC Pipe NP3 (1000 mm dia)* m 3,923.29



M-111 RCC Pipe NP3 (500 mm dia)* m 990.00






M-117 Red-oxide Primer litre 100.00

M-118 Road marking paint* litre 205.00

M-119 Sand (Coarse) cum 332.31

M-120 Sand (Fine) cum 312.31

M-121 Seeds* kg 8.25

M-122 Steel Pipe 50 mm dia* m 360.00

M-123 Steel Reinforcement (HYSD Bars) t 44,200.6

M-124 Steel Reinforcement (MS Round Bars) t 42,200.6

M-125 Steel Reinforcement (TMT Bars) t 48,200.6

M-126 Stone Boulder of size 150 mm and below cum 185.00

M-127 Stone Chips 12 mm size cum 550.00

M-128 Stone Chips 13.2 mm to 5.6 mm* cum 402.50

M-129 Stone Crushed Aggregate 11.2 mm to 0.09 mm cum 295.00

M-130 Stone for Coarse Rubble Masonry 1st Sort cum 339.73

M-131 Stone for Coarse Rubble Masonry 2nd Sort cum 185.00

M-132 Stone for Random Rubble Masonry cum 195.00

M-133 Stone for Stone Set Pavement (300 mm x 200 mm x 150 mm) No. 195.00

M-134 Stone Screening - Type A 13.2 mm for Grading-1 cum 390.00

M-135 Stone Screening - Type A 13.2 mm for Grading-2 cum 390.00

M-136 Stone Screening - Type B 11.2 mm for Grading-2 cum 390.00

M-137 Stone Screening - Type B 11.2 mm for Grading-3 cum 470.00

M-138 Stone spall cum 274.73

M-139 Traffic cones * No. 850.00

M-140 Water* kl 16.00

M-141 Well graded Granular Base Material - Grading A 2.36 mm below cum 150.00

M-142 Well graded Granular Base Material - Grading A 26.5 mm to 4.75 mm cum 395.00

M-143 Well graded Granular Base Material - Grading A 53 mm to 26.5 mm cum 407.50

M-144 Well graded Granular Base Material - Grading B 2.36 mm below cum 150.00

M-145 Well graded Granular Base Material - Grading B 26.5 mm to 4.75 mm cum 395.00

M-146 Well graded Granular Base Material - Grading C 2.36 mm below cum 150.00

M-147 Well graded Granular Base Material - Grading C 9.5 mm to 4.75 mm cum 365.00

M-148 Well Graded Material for Sub-Base - Grading I 2.36 mm below cum 150.00

M-149 Well Graded Material for Sub-Base - Grading I 53 mm to 9.5 mm cum 377.50

M-150 Well Graded Material for Sub-Base - Grading I 9.5 mm to 2.36 mm cum 365.00

M-151 Well Graded Material for Sub-Base - Grading II 2.36 mm below cum 150.00

M-152 Well Graded Material for Sub-Base - Grading II 26.5 mm to 9.5 mm cum 395.00

M-153 Well Graded Material for Sub-Base - Grading II 9.5 mm to 2.36 mm cum 365.00

M-154 Well Graded Material for Sub-Base - Grading III 2.36 mm below cum 150.00

M-155 Well Graded Material for Sub-Base - Grading III 4.75 mm to 2.36 mm cum 150.00

M-156 Well Graded Material for Sub-Base - Grading III 9.5 mm to 4.75 mm cum 365.00

M-157 Wooden sleepers (250 mm x 250 mm x 125 mm) (hire charges)* No. 85.00

PMGSY SOR 13-14 PanchayatR B Circle-2,Rajkot [SOR Summary](Page-7)

ItemNo.

Unit Rate(Rs.)

1 3 4

1.1

(i) cum 51.37

(ii) cum 25.68

(iii) cum 25.68

(iv) cum 13.65

1.2

(i) cum 27.86

(ii) cum 13.96

(iii) cum 4.09

1.3

(i) 1000 Nos. 84.13

(ii) 1000 Nos. 84.13

1.4

(i) t 67.88

(ii) t 67.88

1.5

(i) t 74.67

(ii) t 74.67

1.6

(i) t 78.51 (ii) t 69.54

Summary of Rate AnalysisDescription

2

Loading and Unloading of Lime, Aggregate, Stone Boulder, BrickAggregate, Kankar, Building Rubbish, Crushed Slag, Stone for MasonryWork by Manual Means

Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar,Building Rubbish, Crushed Slag, Stone for Masonry Work by manual meansincluding a lead upto 30 m

Loading and Unloading of Structural Steel and Steel Bars by manualmeans

Loading of Structural Steel, Steel Bars by manual means including a leadupto 30 m

Unloading of Structural Steel, Steel Bars by manual means including a leadupto 30 m

Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar,Building Rubbish, Crushed Slag, Stone for Masonry Work by mechanicalmeans including a lead upto 30 m

Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate,Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work byMechanical Means

Loading of Earth, Sand, Moorum, Manure, Flyash by mechanical meansincluding a lead upto 30 m.

Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, BrickAggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stonefor Masonry Work by mechanical means.

Loading, Unloading and Stacking of Bricks by Manual Means

Loading of Bricks by manual means including a lead upto 30 m

Loading of Bitumen Drums by manual means including a lead upto 30 mUnloading of Bitumen Drums by Manual Means including a lead upto 30 m

Loading and Unloading of Bitumen Drums by Manual Means

Loading of Earth, Sand, Moorum, Manure, Flyash by manual meansincluding a lead upto 30 mUnloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar,Building Rubbish, Crushed Slag, Stone for Masonry Work by manual meansincluding a lead upto 30 mUnloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar,Building Rubbish, Crushed Slag, Stone for Masonry Work by manual meansincluding a lead upto 30 m

Chapter-1 LOADING, UNLOADING, CARRIAGE CRUSHING OF MATERIALS AND SETTING OUT

Unloading and Stacking of Bricks by manual means including a lead upto 30m

Loading and Unloading of Cement by Manual Means

Loading of Cement by manual means including a lead upto 30 m

Unloading of Cement by manual means including a lead upto 30 m


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

1.7

(i) t 113.01

(ii) t 113.01

1.8

(i) cum 174.80

(ii) cum 174.80

1.9

(i)

A. 1000 / 1200 mm dia Hume pipe per pipe 69.58 B. 750 mm dia Hume pipe per pipe 41.75 C. 600/450 mm dia Hume pipe per pipe 29.82

(ii)

A. 1000/1200 mm dia RCC Hume pipes per pipe 222.36 B. 750 mm dia Hume pipe per pipe 185.30 C. 600/450 mm dia Hume pipe per pipe 138.98

(iii)

A. 1000/1200 mm dia Hume pipe per pipe 47.15 B. 750 mm dia Hume pipe per pipe 28.29 C. 600/450 mm dia Hume pipe per pipe 20.21

1.10

t.km 1.94 t.km 2.33 t.km 4.70

1.11(i) cum 693.49

(ii) cum 761.76

(iii) cum 830.03

1.12

Loading and Unloading of Hume Pipes

Supply of quarried stone and hand breaking into coarse aggregate toGrading 3 (53 mm to 22.4 mm) as per Table 400.8 of TechnicalSpecifications.

Crushing of Stone Aggregates 100 per cent passing through 53 mm sieveas per Table 500.6 of Technical Specifications.

Case-III: Katcha Track and Track in River Bed/Nallah Bed and Choe Bed

Supply of Quarried stone and hand breaking Supply of quarried stone and hand breaking into coarse aggregate toGrading 1 (90 mm to 45 mm) as per Table 400.8 of TechnicalSpecifications.

Supply of quarried stone and hand breaking into coarse aggregate toGrading 2 (63 mm to 45 mm) as per Table 400.8 of TechnicalSpecifications.

Haulage excluding Loading & Unloading

Loading and Unloading of Timber by Manual Means

Loading of Timber by manual means including a lead upto 30 m

Haulage of materials by tipper excluding cost of loading, unloading and stacking.

Case-I : Surfaced RoadCase-II: Unsurfaced Gravel Road

Unloading of Timber by manual means including a lead upto 30 m

Unloading of RCC Hume pipes by mechanical means including a lead upto30 m

Unloading of RCC Hume pipe by manual means including a lead upto 30 m

Loading of RCC Hume pipes by mechanical means including a lead upto 30m

Loading and Unloading of C.C. Blocks, Kerb, etc.

Unloading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar,Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30m

Loading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar,Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30m


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

cum 328.10

1.13

cum 336.20

1.14

cum 418.30

1.15

cum 440.31

1.16

2.1

hectare 9,102.602.2

(I)(A) In area of non-thorny jungle hectare 34,472.25(B) In area of thorny jungle hectare 46,188.00

(II)(A) In area of non-thorny jungle hectare 24,872.76(B) In area of thorny jungle hectare 30,221.64

2.3

Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the peripheryof the area as per Technical Specification Clause 201.

By Manual MeansClearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such treescut earlier and disposal of unserviceable materials and stacking of serviceablematerial to be used or auctioned, upto a lead of 1000 m including removal anddisposal of top organic soil not exceeding 150 mm in thickness as per TechnicalSpecification Clause 201.

Cutting of Trees including Cutting of Trunks, Branches and Removal ofStumps

Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of200 t/h capacity comprising of primary and secondary crushing units, belt conveyorand vibrating screens to obtain stone aggregates 100 per cent passing through 53mm sieve as per Table 500.6 of Technical Specifications including the cost of stone.

Crushing of Stone Aggregates 100 per cent passing through 22.4 mm sieveas per Table 500.6 of Technical Specifications.

Chapter-2 SITE CLEARANCE

Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of200 t/h capacity comprising of primary and secondary crushing units, belt conveyorand vibrating screens to obtain stone aggregates 100 per cent passing through 22.4mm sieve as per Table 500.6 of Technical Specifications including the cost of stone.

Crushing of Stone Aggregates Nominal Size 13.2 mm as per Table 500.9 ofTechnical Specifications.

Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of200 t/h capacity comprising of primary and secondary crushing units, belt conveyorand vibrating screens to obtain stone aggregates of 13.2 mm nominal size as perTable 500.9 of Technical Specifications including the cost of stone.

Crushing of Stone Aggregates 9.5 mm Nominal Size as per Table 500.9 ofTechnical Specifications.

By Manual Means

By Mechanical Means

Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of200 t/h capacity comprising of primary and secondary crushing units, belt conveyorand vibrating screens to obtain stone aggregates of 9.5 mm nominal size as perTable 500.9 of Technical Specifications including the cost of stone.Setting Out


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

A.(i) Girth above 300 mm to 600 mm each 160.16(ii) Girth above 600 mm to 900 mm each 275.68(iii) Girth above 900 mm to 1800 mm each 549.63(iv) Girth above 1800 mm to 2700 mm each 1,052.01(v) Girth above 2700 mm to 4500 mm each 2,158.02(vi) Girth above 4500 mm each 6,364.13

B.(i) Girth above 300 mm to 600 mm each 170.29(ii) Girth above 600 mm to 900 mm each 306.06(iii) Girth above 900 mm to 1800 mm each 590.13(iv) Girth above 1800 mm to 2700 mm each 1,112.76(v) Girth above 2700 mm to 4500 mm each 2,225.52(vi) Girth above 4500 mm each 6,532.88

2.4

A.(i) Girth above 300 mm to 600 mm each 97.10(ii) Girth above 600 mm to 900 mm each 153.41(iii) Girth above 900 mm to 1800 mm each 326.24(iv) Girth above 1800 mm to 2700 mm each 643.24(v) Girth above 2700 mm to 4500 mm each 1,296.60(vi) Girth above 4500 mm each 3,666.60

B.(i) Girth above 300 mm to 600 mm each 99.46(ii) Girth above 600 mm to 900 mm each 161.85(iii) Girth above 900 mm to 1800 mm each 336.37(iv) Girth above 1800 mm to 2700 mm each 656.74(v) Girth above 2700 mm to 4500 mm each 1,313.47(vi) Girth above 4500 mm each 3,750.98

2.5

(I)(A) Lime Concrete cum 254.95(B) Cement Concrete cum 300.47(C) Reinforced Cement Concrete cum 732.33

(II)(A) Cement Concrete cum 388.03(B) Reinforced Cement Concrete cum 625.20

2.6

By Manual Means

Lead upto 1000 m

Uprooting and Removing Stumps & Roots

Lead upto 100 m

Lead upto 1000 m

Lead upto 100 m

Cutting of trees, including cutting of trunks, branches and removal of stumps &roots, refilling, compaction of backfilling and stacking of serviceable material bymanual means with all lifts as per Technical Specification Clause 201.

Uprooting and Removing Stumps & roots, compaction of backfilling and stacking ofservicable material by manual means as per Technical Specification Clause 201.

Dismantling Brick/Tile WorkDismantling of existing structures like culverts, bridges, retaining walls and otherstructures comprising of brick masonry, including disposal of unserviceable materialand stacking the serviceable material with all lift and lead of 1000 m as per TechnicalSpecification Clause 202.

By Mechanical Means

Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and otherstructure comprising of masonry, cement concrete, wood work, steel work, includingT&P and scaffolding wherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material with all lifts and lead of1000 m as per Technical Specification Clause 202.


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

(A) cum 163.93(B) cum 209.44(C) cum 145.72(D) cum 136.62

2.7

(A) cum 182.13(B) cum 209.44(C) cum 163.93(D) cum 154.82(E) cum 145.72(F) cum 163.93

2.8 cum 341.46

2.9

(A) t 886.85(B) t 646.58(C) t 6.10

2.10 1000 Nos. 796.48

2.11

cum 319.472.12 sqm 10.18

2.13

(A) m 118.16(B) m 159.73(C) m 273.52

2.14

(I)(A) Bituminous Courses cum 469.60(B) Granular Courses cum 338.94

(II)(A) Bituminous Courses cum 199.29

2.15 Dismantling of Cement Concrete Pavements as per Technical SpecificationClause 202.

By Mechanical Means

Above 900 mm dia Hume pipeDismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantled materials upto a leadof 100 m, stacking serviceable and unserviceable materials separately as perTechnical Specification Clause 202

By Manual Means

Scraping Plaster in Lime or Cement Mortar from Brick / Stone Masonry as perTechnical Specification Clause 202.

Removing all types of Hume pipes and stacking within a lead of 1000 m includingEarthwork and Dismantling of Masonry Works as per Technical Specification Clause202.

Upto 600 mm dia Hume pipeAbove 600 mm to 900 mm dia Hume pipe

Extra over Items (A) and (B) for cutting rivetsScraping of bricks dismantled from brick work including stacking as per TechnicalSpecification Clause 202.

Scraping of Stone from Dismantled Stone Masonry as per Technical SpecificationClause 202.In Cement or Lime Mortar

Dismantling Wood Work Wrought and Planed Fixed in Frames of Trusses upto aheight of 5 m above Plinth Level as per Technical Specification Clause 202.

Dismantling Steel Work in all Types of Sections upto a height of 5 m above PlinthLevel excluding Cutting of rivet as per Technical Specification Clause 202.

Including dismemberingExcluding dismembering

Rubble Stone Masonry in Mud MortarDry Rubble MasonryDismantling Stone Pitching / Dry Stone SpallsDismantling boulders laid in wire crates including opening ofcrates and stacking dismantled materials

Dismantling Stone Masonry as per Technical Specification Clause 202.

Dismantling of existing structures like culverts, bridges, retaining walls and otherstructure comprising of stone masonry, including disposal of unserviceable materialand stacking the serviceable material with all lift and lead of 1000 m as per TechnicalSpecification Clause 202.

Rubble Stone Masonry in Lime MortarRubble Stone Masonry in Cement Mortar

Lime mortarCement mortarMud MortarDry Brick Pitching or Brick Soling


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

cum 867.64

2.16running m 51.01

2.17

running m 10.16

2.18running m 15.38

2.19

(A) m 221.30(B) m 139.10(C) m 29.51

2.20running m 30.51

2.21running m 120.77

2.22running m 127.10

2.23each 108.04

3.1

Removal of telephone/electric poles with wires including excavation and dismantlingof foundation concrete and lines under the supervision of concerned department,disposal with all lifts and upto a lead of 1000 m and stacking the serviceable andunserviceable material separately as per Technical Specification Clause 202.

Preparation of Foundation for EmbankmentScarifying Existing Granular Surface to a Depth of 50 mm by Manual Means

Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and leadupto 1000 m and stacking of serviceable material and unserviceable materialseparately under supervision of concerned department as per Technical SpecificationClause 202.

Removal of Cement Concrete Pipe of Sewer GutterRemoval of cement concrete pipe of sewer gutter 1500 mm dia under thesupervision of concerned department including disposal with all lifts and upto a leadof 1000 m and stacking of serviceable and unserviceable material separately butexcluding earth excavation and dismantling of masonry works as per TechnicalSpecification Clause 202.

Removal of Telephone/Electric Poles and Lines

200 m StonesDismantling of FencingDismantling of barbed wire fencing / wire mesh fencing including posts, foundationconcrete, backfilling of pit by manual means including disposal of dismantledmaterial with all lifts and upto a lead of 1000 m, stacking serviceable material andunserviceable material separately as per Technical Specification Clause 202.Dismantling of CI Water Pipe Line

Dismantling Kilometre StonesDismantling of kilometre stones including cutting of earth, foundation and disposal ofdismantled material with all lifts and lead upto 1000 m and backfilling of pit as perTechnical Specification Clause 202.

5th km StoneOrdinary km Stones

Dismantling Kerb Stones

Dismantling kerb stones by manual means and disposal of dismantled material withall lifts and upto a lead of 1000 m as per Technical Specification Clause 202.

Dismantling Kerb Stone Channels Dismantling kerb stone channels by manual means and disposal of dismantledmaterial with all lifts and upto a lead of 1000 m as per Technical Specification Clause202.

Dismantling of cement concrete pavements by mechanical means using pneumatictools breaking to pieces not exceeding 0.02 cum in volume and stock piling atdesignated locations and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately

Dismantling Guard RailsDismantling guard rails by manual means and disposal of dismantled material withall lifts and upto a lead of 1000 m, stacking serviceable materials and unserviceablematerials separately as per Technical Specification Clause 202.

Chapter-3 EARTHWORK, EROSION CONTROL AND DRAINAGE


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

sqm 14.17

3.2

sqm 5.71

3.3

cum 39.30

3.4cum 142.07

3.5 (i)

cum 85.34

(ii)

cum 49.78

(iii)

cum 27.56

3.6cum 36.30

3.7cum 27.56

3.8 (i)

Removal of unsuitable soil including excavation, loading and disposal upto 1000 mlead but excluding compaction ground supporting embankment subgradereplacement by suitable soil, which shall be paid separately as per Clause 303.5.2 asper Technical Specification Clause 302.3.11

Excavation in ordinary Rock by manual means

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucketcapacity including cutting and loading in tippers, trimming bottom and sideslopes, in accordance with requirements of lines, grades and cross-sections,and transporting to the embankment location with a lift upto 1.5 m andlead upto 1000 m as per Technical Specification Clause 302.3

Excavation in Marshy SoilExcavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucketcapacity including cutting and loading in tippers and disposal with a lift upto 1.5 mand lead upto 1000 m, trimming of bottom and side slopes in accordance withrequirements of lines, grades and cross- sections as per Technical SpecificationClause 302.3.6.Removal of Unsuitable Soil with Disposal upto 1000 m

Excavation for roadway in soil using manual means for carrying of cut earthto embankment site with a lift upto 1.5 m and lead upto 50 m as perTechnical Specification Clause 302.3Excavation in Soil with Dozer with lead upto 100 m

Excavation for roadway in soil by mechanical means including cutting andpushing the earth to site of embankment upto a distance of 100 m,including trimming bottom and side slopes in accordance with requirementsof lines, grades and cross-sections.Excavation in Soil using Hydraulic Excavator and Tippers withdisposal upto 1000 m

Construction of embankment with approved materials deposited at site fromroadway cutting and excavation from drain and foundation of other structuresgraded and compacted to meet requirement of Tables 300.1 and 300.2 as perTechnical Specification Clause 301.5

Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits witha lift upto 1.5 m, transporting to site, spreading, grading to required slope andcompacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 mas per Technical Specification Clause 301.5

Excavation in Cutting in Soil by manual means with lead upto 50m

Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm byMechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal ofscarified material with a lift upto 3 m and lead upto 1000 m as per TechnicalSpecification Clause 301.4.

Construction of Embankment with Material Obtained from RoadwayCutting

Scarifying existing granular surface to a depth of 50 mm and disposal of scarifiedmaterial with a lift upto 3 m and leads upto 1000 m as per Technical SpecificationClause 301.4.


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

cum 132.75

(ii)

cum 53.57

(iii)

cum 52.87

3.9 (i)

cum 161.86

(ii)

(A) Manual Means cum 525.89(B) Mechanical Means cum 267.35

(iii)

cum 316.57

3.10cum 244.28

3.11

Stripping, Storing and Relaying Top Soil from Right-of-Way (R.O.W)

Stripping, Storing and Relaying Top Soil from Borrow Areas in AgriculturalFields

Stripping, storing and preservation of top soil by keeping it damp in stock piles andkeep wet till it is used by road side at 15 m internal and re-application onembankment slopes, cut slopes and other areas in localities where the availableembankment material is not conducive to plant growth as per TechnicalSpecification Clause 302.3.2

Excavation for roadway in hard rock with controlled blasting by drilling,blasting and breaking, trimming of bottom and side slopes in accordancewith requirements of lines, grades and cross-sections, loading and disposalof cut rock with a lift upto 1.5 m and leads upto 1000 m as per TechnicalSpecification Clause 302.3.5

Excavation in Hard Rock (requiring blasting) with disposal upto1000 mExcavation for roadway in hard rock (requiring blasting) by drilling, blastingand breaking, trimming of bottom and side slopes in accordance withrequirements of lines, grades and cross-sections, loading and disposal ofcut rock with a lift upto 1.5 m and leads upto 1000 m as per TechnicalSpecification Clause 302.3.5

Excavation in Hard Rock (blasting prohibited)Excavation for roadway in hard rock (blasting prohibited) with rockbreakers including breaking rock, loading in tippers and disposal with a liftupto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes inaccordance with requirements of lines, grades and cross- sections as perTechnical Specification Clause 302.3.5

Excavation for roadway in ordinary rock by deploying a dozer D-50including cutting and pushing the cut earth to site of embankment upto adistance of 100 m (average lead 50 m), trimming bottom and side slopes inaccordance with the requirements of lines, grades and cross-sections withlift upto 1.5 m.Excavation in Ordinary Rock using Hydraulic Excavator andTippers with disposal upto 1000 m

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers, transportingto embankment site with a lift upto 1.5 m and lead upto 1000 m, trimmingbottom and side slopes in accordance with requirements of lines, gradesand cross-sections as per Technical Specification Clause 302.3.5

Excavation in Hard Rock (controlled blasting) with disposal upto1000 m

Excavation in ordinary rock using manual means including loading in a truckand carrying of excavated material to embankment site with a lift upto 1.5m and lead upto 50 m as per Technical Specification Clause 302.3.5.

Excavation in Ordinary Rock with Dozer with lead upto 100 m


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

cum 123.11

3.12sqm 37.53

3.13sqm 85.01

3.14cum 132.33

3.15(i)

cum 12.73

(ii)cum 40.95

3.16sqm 1.10

3.17sqm 270.31

3.18

cum 125.92

Presplitting Rock Excavation SlopesCarrying out excavation in hard rock to achive a specified slope of the rock face bycontrolled use of explosives and blasting accessories in properly aligned and spaceddrill holes, collection of the excavated rock by a D-50 dozer, loading in tipper by afront end loader and disposing of the material with a lift upto 1.5 m and lead upto1000 m as per Technical Specification Clause 304.3Construction of Embankment with Flyash/Pond ash available from Coal orLignite Burning Thermal Plants as Waste Material

Construction of embankment with flyash conforming to Table 1 of IRC:SP:58obtained from coal or lignite burning thermal power stations as waste material,spread and compacted in layer of 200 mm thickness each at OMC, all as specified inIRC:SP:58 and as per approved plans with lead upto 1000 m as per TechnicalSpecification Clause 306.

Compacting original ground supporting subgradeLoosening of the ground upto a level of 300 mm below the subgrade level,watered, graded and compacted in layers to meet requirement of Tables300.1 and 300.2 for subgrade construction as per Technical SpecificationClause 303.5.2.

Repairs of damages caused by rain/spillage of waterPreparation and surface treatment of formation by removing mud and slurry,watering to the extent needed to maintain the desired moisture content, trimming tothe required line, grade, profile and rolling with three wheel 80-100 kN static roller,complete as per Technical Specification Clause 301.5.5.1

Construction of subgrade and earthen shoulders with approved material obtainedfrom borrow pits with all lifts and leads, transporting to site, spreading, grading torequired slope and compacted to meet requirement of Table 300.2 with lead upto1000 m as per Technical Specification Clause 303.1.Compacting Original Ground

Compacting original ground supporting embankmentLoosening, Levelling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment, scarifiedto a depth of 150 mm, mixed with water at OMC and then compacted byrolling so as to achieve minimum dry density as given in Tables 300.1 and300.2 for embankment construction as per Technical Specification Clause301.4.1.

Furnishing and laying of the live sods of perennial turf forming grass on embankmentslope, verges or other locations shown on the drawing or as directed by theEngineer including preparation of ground, fetching of sods and watering as perTechnical Specification Clause 309.

Seeding and MulchingPreparation of seed bed on previously laid top soil, furnishing and placing of seeds,fertilizer, mulching material, applying bituminous emulsion @ 0.23 litre per sqm andlaying and fixing jute netting, including watering for 3 months all as per TechnicalSpecification Clause 310.Construction of Subgrade and Earthen Shoulders

Stripping of top soil from borrow areas located in agriculture fields, storing at asuitable place, spreading and relaying after taking the borrow earth to maintainfertility of the agricultural field, finishing it to the required levels to the satisfaction ofthe farmer/land owner as per Technical Specification Clause 302.3.2.

Turfing with Sods


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

3.19 (i)

(A) Manual Means m 45.51(B) Mechanical Means m 11.99

(ii)

(A) Manual Means m 68.27(B) Mechanical Means m 27.13

(iii)3.20

A. m -

B. m -

4.1(A)

(i) For Grading I Material cum 564.20(ii) For Grading II Material cum 538.27(iii) For Grading III Material cum 446.13

(B)

(i) For Grading I Material cum 639.84(ii) For Grading II Material cum 616.10(iii) For Grading III Material cum 490.90

4.2 i)

cum 625.34

Gravel/Soil-Aggregate Base (Table 400.2) Grading A

Construction of gravel/soil-aggregate base by providing well gradedmaterial, spreading in uniform layers with motor grader on preparedsurface, mixing by mix in place method with rotavator at OMC, andcompacting with three wheel 80-100 kN static roller to achieve thedesired density, complete as per Technical Specifications Clause 402

Construction of granular sub-base by providing well graded material,mixing in a mechanical mix plant at OMC, carriage of mixed material towork site upto lead of 1000 m spreading in uniform layers with motorgrader on prepared surface and compacting with smooth wheel roller toachieve the desired density, complete as per Technical Specification Clause401

Plant Mix Method

Granular Sub-base with Well Graded Material (Table 400.1)By Mix in Place MethodConstruction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixingby mix in place method with rotavator at OMC, and compacting withsmooth wheel roller to achieve the desired density, complete as perTechnical Specification Clause 401.

Chapter-4 GRANULAR SUB-BASES, BASES (NON-BITUMINOUS) AND SHOULDERS

Surface Drains in Hard RockChute Drains

Providing chute drains across embankment slopes in approches of bridgesand on horizontal curves as per drawings.

Providing chute drains across embankment slopes in approches of bridgesand on horizontal curves as per drawings.

Surface Drains in Ordinary RockConstruction of unlined surface drain of average cross-sectional area 0.4sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavatedmaterial to be used in embankment at site.

Surface Drains in SoilConstruction of unlined surface drains of average cross-sectional area 0.40sqm in soil to specified lines, grades, levels and dimensions. Excavatedmaterial to be used in embankment with a lift upto 3m and lead of 50 m(average lead 25 m) as per Technical Specification Clause 307.


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

ii)cum 601.40

iii)cum 542.39

4.3cum 325.29

4.4

(A) cum 148.92(B) cum 160.22

4.5cum 280.64

4.6

cum 727.174.7

1)

(A) By Manual Means cum 995.91(B) By Mechanical Means cum 894.61

2) WBM Grading 2

Water Bound Macadam Sub-base/baseWBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specificsizes to water bound macadam specification including spreading in uniformthickness, hand packing, rolling with three wheel 80-100 kN static roller instages to proper grade and camber, applying and brooming, stonescreening/binding materials to fill-up the interstices of coarse aggregate,watering and compacting to the required density Grading 1 as perTechnical Specification Clause 404.

Providing, laying and spreading soil on a prepared sub-grade, pulverising, mixing thespread soil in place with rotavator with 4 per cent slaked lime with minimum contentof 70 per cent of CaO, grading with motor grader and compacting with the roadroller at OMC to achieve atleast 98 per cent of the max dry density to form a layerof sub-base as per Technical Specification Clause 403.Cement Treated Soil Sub-Base/BaseProviding, laying and spreading soil on a prepared sub-grade, pulverising, adding thedesigned quantity of cement to the spread soil, mixing in place with rotavator,grading with the motor grader and compacting with the road roller at OMC toachieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404.For 4 per cent quantity of cement by weight of soil

Laying and spreading available soil in the subgrade on a prepared surface,pulverising, mixing the spread soil in place with rotavator with 2 per cent slaked limehaving minimum 70 per cent of contents of CaO, grading with motor grader andcompacting with the smooth wheel road roller at OMC to the desired density toform a layer of improved Sub-grade as per Technical Specification Cluase 403.

By Manual MeansBy Mechanical Means

Lime Treated Soil for Sub-Base

Gravel/Soil-Aggregate Base (Table 400.2) Grading CConstruction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixingby mix in place method with rotavator at OMC, and compacting with threewheel 80-100 kN static roller capacity to achieve the desired density,complete as per Technical Specification Clause 402

Gravel/Soil-Aggregate Surface Course (Table 400.3)

Lime Stabilisation for Improving Subgrade

Construction of granular surface course by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix inplace method with rotavator at OMC, and compacting with three wheel 80-100 kNstatic roller capacity to achieve the desired density, complete as per TechnicalSpecification Clause 402

Gravel/Soil-Aggregate Base (Table 400.2) Grading BConstruction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixingby mix in place method with rotavator at OMC, and compacting with threewheel 80-100 kN static roller capacity to achieve the desired density,complete as per Technical Specification Clause 402


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2


3)

(A) By Manual Means cum 1,011.97(B) By Mechanical Means cum 910.67

4.81)


2)


3)


4.9 Wet Mix Macadam

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specificsizes to water bound macadam specification including spreading in uniformthickness, hand packing, rolling with three wheel 80-100 kN static roller instages to proper grade and camber, applying and brooming, crushablescreening to fill-up the interstices of coarse aggregate, watering andcompacting to the required density Grading 3 as per Technical SpecificationClause 405.

WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specificsizes to water bound macadam specification including spreading in uniformthickness, hand packing, rolling with three wheel 80-100 kN static roller instages to proper grade and camber, applying and brooming, crushablescreening to fill-up the interstices of coarse aggregate, watering andcompacting to the required density Grading 2 as per Technical SpecificationClause 405.

Water Bound Macadam with Crushable ScreeningsWBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specificsizes to water bound macadam specification including spreading in uniformthickness, hand packing, rolling with three wheel 80-100 kN static roller instages to proper grade and camber, applying and brooming, crushablescreening to fill-up the interstices of coarse aggregate, watering andcompacting to the required density Grading 1 as per Technical SpecificationClause 405.

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specificsizes to water bound macadam specification including spreading in uniformthickness, hand packing, rolling with smooth wheel roller 80-100 kN instages to proper grade and camber, applying and brooming, stonescreening to fill-up the interstices of coarse aggregate, watering andcompacting to the required density Grading 3 as per Technical SpecificationClause 405.

Providing, laying, spreading and compacting stone aggregates of specificsizes to water bound macadam specification including spreading in uniformthickness, hand packing, rolling with smooth wheel roller 80-100 kN instages to proper grade and camber, applying and brooming, stonescreening/binding materials to fill-up the interstices of coarse aggregate,watering and compacting to the required density grading 2 as per TechnicalSpecification Clause 405.


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

cum 785.654.10

A.

B.

C.

4.11(i) cum 413.04(ii) cum 411.52

4.12cum 418.80

4.13cum 275.16

4.14cum 597.52

4.15cum 496.91

4.16

Construction of Sub-base by providing crushed slag spreading in uniform layer withmotor grader on prepared surface mixing by mix-in-place method with Rotavator @OMC, and compacting with three wheel 80-100 kN static roller to achieve thedesired density complete as per Technical Specifications Cluase 402.4 and 410.3.2Water Bound Macadam using crushed slagProviding, laying, spreading and compacting crushed slag to water Bound Macadamspecification including spreading in uniform thickness, hand packing rolling withsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying andbrooming requisite type of screening/binding materials to fill up the interstees ofcrushed slag watering and compacting to the required density as per Clause 405.3and Technical Specification Cluase 410.3.2.Cement Bound Granular Material sub-base/base

Providing, laying spreading and compacting local material in block or large discreteparticles, such as kankar, Laterite, Dhandla etc. as per Table 400.13 to water boundmacadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100 kN static roller in stages to proper grade andcamber, applying and brooming requisite type of screening /binding materials to fill-up the interstices of laid material watering and compacting to the required density asper Clause 405.3 and Technical Specification Cluase 408.Lime-Flyash Stablised Soil Sub-baseConstruction of sub-base using lime-flyash admixture with granular soil, free fromorganic matter/deleterious material or clayey silts and low plasticity clays having PIbetween 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked atsite or pre-slaked with CaO content not less than 50 per cent, flyash to conform togradation as per Clause 4.3 of IRC:SP:20, lime+flyash content ranging between 10to 30 per cent, the minimum un-confined compressive strength and CBR value after28-days curing and 4-days soaking to be 0.75 MPa and 25 per cent respectively, allas specified in IRC:88 including a lead upto 1000 m as per Technical SpecificationCluase 409.Construction of Sub-base/Course Using Crushed Slag as per Table 400.19

Granular sub-base/base/surface course with local materials (Table Using naturally occuring gravel Using Gravel mix soil using

Construction of Water Bound Macadam using locally available material

Hard ShouldersRate as applicable for sub-base and/or base may be adopted as perapproved design.Paved ShouldersThe rates may be adopted as applicable for different layers of pavementdepending upon approved design of paved shoulders.

By Mechanical Means with 1 km leadConstruction of Shoulders as per Technical Specification Clause 407.

Earthen ShouldersThe rate as applicable for sub-grade construction may be adopted.

Providing, laying, spreading and compacting graded stone aggregate to wet mixmacadam specification including premixing the material with water at OMC inmechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying inuniform layers in sub-base/base course on a well prepared sub-base and compactingwith smooth wheel roller of 80 to 100kN weight to achieve the desired densityincluding lighting, barricading and maintenance of diversion, etc as per Tables400.11 & 400.12 and Technical Specification Clause 406.


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

cum 704.83

4.17

A)(i) With 53 mm maximum size of aggregates cum 691.70(ii) With 37.5 mm maximum size of aggregates cum 796.68

B)(i) With 53 mm maximum size of aggregates cum 843.64(ii) With 37.5 mm maximum size of aggregates cum 890.80

4.18sqm 364.97

4.19sqm 3,314.02

5.1(i)

sqm 33.78

(ii)sqm 41.58

(iii)sqm 53.33

5.2

Providing and applying primer coat with Bitumen emulsion (SS-1) onprepared surface of granular base including cleaning of road surface andspraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means asper Technical Specification Clause 502.

Tack Coat

Providing and applying primer coat with bitumen emulsion (SS-1) onprepared surface of granular base including cleaning of road surface andspraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means asper Technical Specification Clause 502

Medium porosityProviding and applying primer coat with Bitumen emulsion (SS-1) onprepared surface of granular base including cleaning of road surface andspraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means asper Technical Specification Clause 502.

High porosity

Providing and laying stone set pavement on prepared surface with sub-base 100 mmthick compacted Granular Sub-base as per Clause 401.4 and base 75 mm thickcompacted water bound macadam grading 2 as per Clause 405.3. The 150 mmthick hammer desired stones are laid in the herring one or stretched bond pattern.The stones are compacted into the bedding sand of 40 mm over the WBM basebounded by edge stone using suitable compacting device. The gaps are filled withfine sand stone dust as per Technical Specification Clause 413.4

Prime CoatLow porosity

Chapter-5 BASES AND SURFACE COURSES (BITUMINOUS)

Brick SolingLaying brick soling layer on prepared sub-grade with brick on end edging accordingto lines, graded and cross-section shown on the drawing filling joints with sand andearth, spreading 25 mm thick layer of earth over brick soling, watering and rolliingthe same with three wheel road roller 80-100 kN as per Technical SpecificationClause 412

Stone Set Pavement

By mixing plant method

Providing laying and spreading granulated blast furnace slag on a prepared sub-grade pulverising adding the designed quantitity of cement to the spread granulatedblast furnace slag mixing in place with rotavator grading with the mortar grader andcompacting with smooth wheel roller 80-100 kN at OMC to achieve the desiredunconfined compressive strength and to form a layer of sub-base/base as perTechnical Specification Clauses 404.3 and 410.4.2.Crusher Run Macadam BaseProviding crushed run stone aggregate greading conforming to table 400.20depositing on a prepared surface by hauling vehicles, spreading and mixing with amotor grader, watering and compacting with a three wheel 80-100 kN static rolleras per Technical Specification Clause 411 to form a layer of sub-base/base

By mix-in-place method


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

(i) sqm 10.41

(ii) sqm 12.53

(iii) sqm 12.53

(iv) sqm 14.66

5.3cum 5,285.64

5.4

(A)(I) Bitumen (S-90) sqm 243.75(II) Bitumen (S-65) sqm 245.17

(B) sqm 211.865.5

(A)(I) Bitumen (S-90) sqm 125.12

(B)(I) Bitumen (S-90) sqm 148.04(II) Bitumen (S-65) sqm 148.99

5.6 Surface Dressing using Bituminous (Penetrations grade / modified Providing and laying surface dressing as wearing course consisting of a layer ofbituminous binder laid on the prepared surface, followed by a cover of crushed stoneaggregates of specified size and rolling with three wheel 80-100 kN static rollerincluding cleaning the road surface as per Technical Specification Clause 507.

50 mm thick

75 mm thick

By Mechanical MeansModified Penetration MacadamConstruction of penetration macadam over prepared base by providing a layer ofcompacted crushed coarse aggregate using chips spreader with alternateapplications of bituminous binder and key aggregates and rolling with a three wheel80-100 kN static roller to achieve the desired degree of compaction as per TechnicalSpecification Clause 506.

Built-Up Spray GroutProviding, laying and rolling of built-up spray grout layer over prepared baseconsisting of a two layer composite construction of crushed coarse aggregates usingmotor grader for aggregates. Key stone chips spreader may be used with applicationof bituminous binder after each layer, and with key aggregates placed on top of thesecond layer to serve as a base, conforming to the line, grades and cross-sectionspecified, the compacted layer thickness being 75 mm as per Technical SpecificationClause 505.

By Manual Means

Providing and applying tack coat with Bitumen emulsion (RS-1) usingemulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom asper Technical Specification Clause 503.

Providing and applying tack coat with Bitumen emulsion (RS-1) usingemulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on theprepared non-bituminous surfaces (cement concrete pavement) cleanedwith Hydraulic broom as per Technical Specification Clause 503.

Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushedaggregates of grading as per Table 500.4 premixed with bituminous binder,transported to site upto a lead of 1000 m laid over a previously prepared surfacewith paver finisher to the required grade, level and alignment and rolled to achievethe desired compaction as per Technical Specification Clause 504.

Providing and applying tack coat with Bitumen emulsion (RS-1) usingemulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the preparedbituminous surface cleaned with Hydraulic broom as per TechnicalSpecification Clause 503.

Providing and applying tack coat with Bitumen emulsion (RS-1) usingemulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepareddry and hungry bituminous surface cleaned with Hydraulic broom as perTechnical Specification Clause 503.


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

(A)

(I) Bitumen (S-90) sqm 74.24(II) Bitumen (S-65) sqm 74.72(III) Polymer Modified Bitumen sqm 79.00(IV) Crumb Rubber Modified Bitumen sqm 79.00(V) Natural Rubber Modified Bitumen sqm 79.89


(B)



5.7

(A) sqm 86.36sqm 77.98

(B)sqm 72.43sqm 67.09

5.8

(I) cum 1,184.72(II) cum 1,192.32

5.9

(I) Bitumen (S-90) sqm 114.29

Bitumen (S-65)20mm thick Open-Graded Premix Carpet using Bituminous (penetrationgrade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thicknesscomposed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumenor emulsion to required line, grade and level to serve as wearing course on apreviously prepared base, including mixing in a suitable plant, laying and rolling witha three wheel 80-100 kN static roller capacity, finished to required level and gradesto be followed by seal coat of either Type A or Type B or Type C as per TechnicalSpecification Clause 508.Case - I By Manual Means

Case – II: Nominal chipping size 9.5 mmPre-coating ChipsPre-coating of chips with 1 per cent of paving bitumen by weight of chips in asuitable mixer duly heated to 160 degree C as per Technical Specification Clause507.2.5

Bitumen (S-90)

Case – I: Nominal aggregate size 13.2 mm Case – II: Nominal chipping size 9.5 mm By Mechanical MeansCase – I: Nominal chipping size 13.2 mm

Case – II: Nominal chipping size 9.5 mm

Surface Dressing using Bitumen EmulsionProviding and laying surface dressing as wearing course consisting of a layer ofbitumen emulsion laid on the prepared surface, followed by a cover of crushed stonechippings of specified size and rolling with 80-100 kN roller including cleaning theroad surface as per Technical Specification Clause 507.

By Manual Means

Case – I: Nominal chipping size 13.2 mm


By Mechanical MeansCase – I: Nominal chipping size 13.2 mm

By Manual Means


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

(II) Bitumen (S-65) sqm 114.99(III) Polymer Modified Bitumen sqm 121.24(IV) Crumb Rubber Modified Bitumen sqm 121.22(V) Natural Rubber Modified Bitumen sqm 122.52


5.10 sqm 113.54

5.11





5.12

A.

(I) Bitumen (S-90) sqm 60.01(II) Bitumen (S-65) sqm 60.47(III) Polymer Modified Bitumen sqm 64.67

Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to thespecified levels, grade and cross fall using Type A, Type B and Type C as perTechnical Specification Clause 510

By Manual MeansCase - I : Type A

Type B

By Mechanical MeansType A

Type B

Mix Seal SurfacingProviding, laying and rolling of close-graded premix surfacing material of 20 mmthickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level toserve as wearing course on a previously prepared base, including mixing in asuitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishingto required level and grades as per Technical Specification Clause 509By Manual Means

Type A

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as perTechnical Specification Clause 508.2

Case - II By Mechanical Means


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

(IV) Crumb Rubber Modified Bitumen sqm 64.67(V) Natural Rubber Modified Bitumen sqm 65.54



B.

(I) Bitumen (S-90) sqm 57.45(II) Bitumen (S-65) sqm 57.91(III) Polymer Modified Bitumen sqm 62.11(IV) Bitumen pressure distributor sqm 62.11(V) Natural Rubber Modified Bitumen sqm 62.98



5.13cum

Competitive market rates to be ascertained. Alternatively, ratesfor stone crushing given in Chapter 1 may be adopted, if foundeconomical. In case for supply of aggregates at site are notavailable, nearest crusher site may be ascertained. Loading andunloading charges and cost of carriage may be added to theserates to arrive at the cost at site.

6.1564.20

6.2280.64

6.3(A)

995.91(B)

By Manual MeansAs per item No.4.7 of Chapter 4By Mechnical Means

Rate as per item No.4.1 of Chapter 4Lime Treated SoilRate as per item No.4.5 of Chapter 4Water Bound Macadam (WBM) - Sub-base

Note:

Granual Sub-base

Case - II : Type B

Case - III : Type C

Supply of Stone Aggregates for Pavement CoursesSupply of stone aggregates from approved sources conforming to the physicalrequirement, specified in the respective clauses, including royalties, fees rents,collection, transportation, stacking and testing and measured in cum as per Clause511.5.

Chapter-6 CEMENT CONCRETE PAVEMENT

Case - II : Type B

Case - III : Type C

By Mechanical MeansCase - I : Type A


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

894.616.4

cum 6,219.67

6.5cum 5,389.40

6.6sqm 540.06

6.7(1) sqm 374.88

(2) sqm 260.83

7.1(i)

cum 182.05(ii)

cum 3,732.80(iii)

cum 4,173.88(iv)

cum 2,722.19

Brick masonry in cement mortar 1:4Rate as per item No.11.5 (ii) of Chapter 11Stone masonry in cement mortar 1:4Rate as per item No.11.6 (ii) of Chapter 11

Earthwork in excavation for structures as per drawing andtechnical specification Clause 305.

Rate as per item No.11.1 of Chapter 11Plain cement concrete M15 grade Rate as per item No.11.4 (ii) of Chapter 11

Providing and Laying of Interlocking Concrete Block Pavements havingthickness 80 mm as per drawings and Technical Specification Clause 1504.

Providing and Laying of Interlocking Concrete Blcok Pavements havingthickness 60 mm as per drawing and Technical Specification Clause 1504

Construction of Cut-off Walls/Head WallsChapter-7 CAUSEWAY AND SUBMERSIBLE BRIDGES

Construction of Roller Compacted Concrete Pavement (RCCP) with coarse and fineaggregates conforming to IS:383, the size of coarse aggregate not exceeding 25mm with minimum aggregate cement ratio of 5:1 mm and with minimum cemntcontent of 310 kg per cum, aggregate gradation to be as per Table 602.2 afterblending, mixing in concrete mixer at optimum moisture content, transporting tosite, laying with wheel barrows or steel pans or with mechanical paver, compactingwith 80-100 kN smooth wheel, tandem vibratory roller, to achieve, the designedflexural strength, finishing and curing as per drawings and Technical SpecificationClause 1502

Rectangular Concrete Block PavementManufacturing, laying of cement concrete blocks of size 0.450 m x 0.300 m x 0.15 mof Cement Concrete (C.C.) M30 garde and spreading 25 mm thick sand under neathand filling joints with sand on existing W.B.M. base as per Technical SpecificationClause 1503.

Interlocking Concrete Block Pavement

Cement Concrete PavementConstruction of un-reinforced, dowel jointed at expansion and construction jointonly, plain cement concrete pavement, thickness as per design, over a prepared subbase, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade),coarse and fine aggregates conforming to IS:383, maximum size of coarseaggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cumcapacity and appropriate weigh batcher using approved mix design, laid in approvedfixed side formwork (steel channel, laying and fixing of 125 micron thick polythenefilm, wedges, steel plates including levelling the formwork as per drawing),spreading the concrete with shovels, rakes, compacted using needle, screed andplate vibrators and finished in continuous operation including provision of contractionand expansion, construction joints, applying debonding strips, primer, sealant, dowelbars, near approaches to bridge/culvert and construction joints, admixtures asapproved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade asper drawing and Technical Specification Clause 1501Roller Compacted Concrete Pavement

As per item No.4.7 of Chapter 4


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

(v)

m 268.477.2

cum 12.737.3

cum 564.207.4

cum 995.917.5

cum 6,219.677.6 (i)

cum 524.62(ii)

cum 1,633.89(iii)

cum 3,807.467.7

cum 0.007.8

(i)cum 3,732.80

(ii)cum 516.45

7.9

m 4,892.577.10

m 8,728.82

8.1

8.2(1) each 4,199.35

(2) each 17,053.02

(3) each 422.35

8.3(i)

A) Excavation in soil in Hilly Area by manual means including cuttingand trimming of side slopes and disposing of excavated earth witha lift upto 1.5 m and a lead upto 20 m as per drawing andTechnical Specification Clause 1603.1

cum 113.78

Construction of back pillars in front of each reference pillar as per Fig.1600.1 (c )

Construction of job pillars as per Fig. 1600.1 (d)

Earthwork in Hill RoadExcavation in Hilly Areas in Soil by manual means.

Site Clearance

Setting OutConstruction of reference pillars (burjee) @ 20 m on both sides as per Fig.1600.1 (b) and @ 8.33 m interval on curves

Chapter-8 HILL ROADS

As per Chapter-2

Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technicalspecification Clause 1402.6

As per item No.9.3 of Chapter 9Laying Reinforced Cement Concrete Pipe NP4 as per technical specificationClause 1402.6


Type A (concrete cradle) Bedding Clause 1402.5As per item No.9.2 of Chapter 9Type B (first class) Bedding Clause 1402.5As per item No.9.2 of Chapter 9

Guide Posts Construction of R.C.C. guide posts of 250 mm dia, M25 grade as per drawing andtechnical specification Clause 1401.6

Rate as per item No.8.8 of Chapter 8Bedding for Causeway

Providing and Laying of Boulder Apron Laid in Wire Crates as perDrawing and Technnical Specification Clause 1301

Rate as per item No.14.2 of Chapter 14Providing and Laying of Apron with Cement Concrete Blocks as perDrawing and Technical Specification Clause 1301

Rate as per item No.14.3 of Chapter 14

Cement Concrete Slab Rate as per item No.6.4 of Chapter 6

Providing and Laying Apron with Stone Boulders as per Drawings& Technical Specification Clause 1301Rate as per item No.14.1 of Chapter 14

Granular Sub-baseRate as per item No.4.1 of Chapter 4W.B.M. Base CourseRate as per item No.4.7 of Chapter 4

Providing P.C.C M20 architectural coping on top of wall

Rate as per item No.12.13 of Chapter 12Preparation of SubgradeRate as per item No.3.15 of Chapter 3


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

B) Extra for Every Additional Lift of 1.5 m or Part thereof cum 12.03(ii)

A) Excavation in soil in Hilly Area by mechanical means includingcutting and trimming of side slopes and disposing of excavatedearth with a lift upto 1.5 m and a lead upto 20 m as per TechnicalSpecification Clause 1603.1

cum 91.86

B) Extra for Every Additional Lift of 1.5 m or Part thereof cum 12.03

(iii)

A) Excavation in ordinary rock using manual means including loadingin a truck and carrying of excavated material to embankment sitewith a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.

cum 250.32


(iv)

cum 157.10

(v)

A) Excavation in hilly areas in hard rock requiring blasting, bymechanical means, lift upto 1.5 m and disposal of excavated rockupto a lead of 20 m as per Clause 1603.2.

cum 307.39


8.4

(i) cum 202.28

(ii) cum 3,611.23

(iii)cum 2,584.41

(iv) sqm 42.97

(v)

m 268.47(vi)

cum 1,520.22(vii)

cum 506.328.5

Running m 0.00

Rate as per item No. 12.10 of Chapter 12Construction of Hill Side DrainConstruction of hill side drain in accordance with the requirement of specificationstrue to lines and grades. Dimesions and other particulars as per drawing andTechnical Specification Clause 1606.1

Rate as per item No.12.13 of Chapter 12Filter material behind retaining wall / breast wall as perSpecification 1204.3.8 in a width of 600 m

Rate as per item No. 12.11 of Chapter 12Back filling behind retaining wall/breast wall

Rate as per item No. 12.4 (III) (iii) of Chapter 12Pointing with cement mortar 1:3Rate as per item No.12.2 of Chapter 12Providing P.C.C. M 20 architectural coping on top of retainingwall/breast wall

Rate as per item No.11.1 of Chapter 11Plain cement concrete M 10 gradeRate as per item No.11.4 of Chapter 11Stone masonry in cement mortar 1:5

Retaining Walls / Breast WallsConstruction of retaining walls/breast walls in cement mortar 1:5 as per drawing andtechnical specifications Clause 1604

Earthwork in excavation for structures

Excavation in Hilly Areas in Ordinary Rock by mechanical meansnot requiring blastingExcavation in hilly area in ordinary rock not requiring blasting bymechanical means including cutting and trimming of slopes and disposal ofcut material with a lift upto 1.5 m and lead upto 20 m as per Clause1603.2.

Excavation in Hilly Areas in Hard Rock requiring blasting

Excavation in Hilly Area in Ordinary Rock by manual means

Excavation in Hilly Areas in Soil by mechanical means


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

Please ensure that quantities of various items are entered in theRate Analysis

8.6Running m -

Please ensure that quantities of various items are entered in theRate Analysis

8.7Running m 3,489.33

8.8

(i)cum 182.05

(ii)cum 3,732.80

(iii)t 54,567.69

(iv)sqm 73.91

8.9 m 229.53

8.10sqm 30.89

8.11sqm 88.83

9.1

cum 182.059.2

(i)

cum 3,732.80(ii) Type B (First Class) Bedding

Bedding for Pipe Type A (Concrete Cradle) BeddingLaying concrete cradle bedding with M15 Grade Cement Concrete as perClause 1105 (i)

Rate as per Item No.11.4 (II)(i) of Chapter 11

Excavation for StructuresEarthwork in excavation for foundation of structures upto 3 m depth as per drawingand technical specification Clause 1104 includding setting out, construction ofshoring and bracing, removal of stumps and other deleterious matter, dressing ofsides and bottom and backfilling with approved material.Rate as per item No.11.1 of Chapter 11

Chapter-9 PIPE CULVERTS

Turfing with SodsFurnishing and laying of the live sods of perennial turf forming grass on embankmentslope, verges or other locations shown on the drawing or as directed by the Engineerincluding preparation of ground, stacking the sods and watering as per Clause 309

Seeding and MulchingPreparation of seed bed on previously laid top soil, furnishing and placing of seeds,fertilizer, multching material, applying bituminous emulsion at the rate of 0.23 l persqm and laying and fixing jute netting, including watering for 3 months all as perClause 310.

Rate as per item No. 12.6 of Chapter 12Painting two coats including prime coat on new concrete surfaceRate as per item No.10.5 of Chapter 10

Providing edge stones on valley side of formation as per drawing and TechnicalSpecification Clause 1608.2.6

Rates as per item No. 11.1 of Chapter 11RCC M15 gradeRate as per item No. 11.4 of Chapter 11HYSD steel bars

Construction of ScupperConstruction of scupper with dry stone masonry as per drawing and technicalspecifications as per Clause 1606.5.

Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mmnominal size aggregate, true to line and grade, tolerance of vertical RCC posts not toexceed 1 in 500 as per drawing and Technical Specification Clause 1608.2

Earth work in excavation for structures

Construction of Catch Water / Intercepting DrainConstruction of catch water/intercepting drain in random rubble masonry in 1:5cement mortar true to the specified lines grades levels and dimensions as per therequirement of the specifications Clause 1606.2

Note:

Note:


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

cum 516.459.3

(A) m 4,892.57(B) m 4,518.86(C) m 2,454.93

9.4

(A) m 8,728.82(B) m 7,119.53(C) m 4,529.23

9.5

(A) m 9,828.61(B) m 9,065.34(C) m 4,909.78

9.6

(A) m 17,501.11(B) m 14,266.69(C) m 9,058.37

9.7

m 1,157.059.8

m 3,103.30

500 mm diaLaying Cement Concrete Pipe NP4 (burried conduits) on first class bedding ofgranular material including fixing collar with cement sand mortar 1:2 but excludingexcavation, protection works, backfilling, concrete and masonary work in head walland parapets500 mm dia

1200 mm dia1000 mm dia750 mm dia

Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding ofgranular material including fixing collar with cement sand mortar 1:2 but excludingexcavation, protection works, backfilling, concrete and masonary work in head walland parapets

1000 mm dia750 mm dia

Providing and Laying Reinforced Cement Concrete Pipe NP4 as per Designin Double Row

Providing and laying reinforced cement concrete pipe NP4 for culverts on first classbedding of granular material in double row including fixing collar with cementmortar 1:2 but excluding excavation, protection works, backfilling, concrete andmasonry works in head walls and parapets as per Clause 1106.

750 mm diaProviding and Laying Reinforced Cement Concrete Pipe NP3 as per Designin Double Row

Providing and laying reinforced cement concrete pipe NP3 for culverts on first classbedding of granular material in double row including fixing collar with cementmortar 1:2 but excluding excavation, protection works, backfilling, concrete andmasonry works in head walls and parapets as per Clause 1106.

1200 mm dia

Providing and Laying Reinforced Cement Concrete Pipe NP4 as per designin Single Row

Providing and laying reinforced cement concrete pipe NP4 for culverts on first classbedding of granular material in single row including fixing collar with cementmortar 1:2 but excluding excavation, protection works, backfilling, concrete andmasonry works in head walls and parapets Clause 1106.

1200 mm dia1000 mm dia

Providing and laying reinforced cement concrete pipe NP3 for culverts on first classbedding of granular material in single row including fixing collar with cementmortar 1:2 but excluding excavation, protection works, backfilling, concrete andmasonry works in head walls and parapets Clause 1106.

1200 mm dia1000 mm dia750 mm dia

Laying (First Class) bedding on well compacted sand, moorum or approvedgranular material as per Clause 1105 (ii)

Rate as per Item No.11.2 of Chapter 11Providing and Laying Reinforced Cement Concrete Pipe NP3 as per designin Single Row


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

9.9

cum 3,608.799.10

(A)cum 4,173.88

(B)cum 4,375.17

9.11

(A)cum 2,454.05

(B)cum 2,730.82

9.12

sqm 429.719.13

sqm 128.579.14

sqm 516.459.15

m 268.47

10.1

i) per cm height per

letter

0.54

ii) per cm height per

letter

0.33

10.2A.Traffic Signs

Retro-reflectorised Traffic Signs

Printing New Letters and Figures of any ShadePrinting new letter and figures of any shade with synthetic enamel paint black or anyother approved colour to give an even shade as per drawings and TechnicalSpecification Clause 1701

Hindi (Matras commas and the like not to be measured and paidfor. Half letters shall be counted as half only)

English and Roman

Rate as per Item No.11.2 of Chapter 11Providing PCC M20 Architectural Coping on the top of wing wall, return wall etc.complete as per drawing and technical specification Clause 615

Rate as per Item No.12.13 of Chapter 12

Chapter-10 TRAFFIC SIGNS, MARKINGS AND OTHER ROAD APPURTENANCES

Rate as per item No.12.2 of Chapter 12Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure asper technical specification

Rate as per item No.12.3 of Chapter 12Backfilling in Foundation Trenches as per drawing and technical specification Clause1108

Rate as per item No.11.6 (II) (ii) Chapter 11In cement-lime mortar (1:0.5:4.5)Rate as per item No.11.6 (II) (iii) Chapter 11

Pointing with Cement Mortar (1:3) on brickwork as per technical specification Clause613.3

Brick Masonry in cement-lime mortar (1:0.5:4.5)Rate as per item No.11.5 (iii) Chapter 11

Stone Masonry Work in cement mortar in foundation of Head walls complete as perdrawing and technical specification Clasue 1109

In 1:4 cement mortar

Rate as per item No.11.4 of Chapter 11Brick Masonry Work in cement mortar in foundation of Head walls completeexculding pointing and plastering as per drawing and technical specification Clause1109

Brick Masonry in 1:4 cement mortarRate as per item No.11.5 (ii) Chapter 11

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below openfoundation of Head walls as per drawings & Technical Specification Clause 1109


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

(1) Providing and fixing of retro-reflectorised cautionary, mandatoryand informatory sign as per IRC:67 made of encapsulated lenstype reflective sheeting vide Clause 1701.2.3 fixed over aluminiumsheeting, 1.5 mm thick supported on a mild steel angle iron post75 mm x 75 mm x 6 mm firmly fixed to the ground by means ofproperly designed foundation with M15 grade cement concrete450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801

each 1,256.56

Note: Please ensure that area of aluminium plate of required size isentered in the analysis item

(2) Providing and fixing of retro-reflectorised cautionary, mandatoryand informatory sign as per IRC:67 made of encapsulated lenstype reflective sheeting vide Clause 1701.2.3, fixed overaluminium sheeting, 1.5 mm thick supported on GI pipe 50 mmdia firmly fixed to the ground by means of properly designedfoundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings andTechnical Specification Clause 1701

each 1,960.91


(3) Providing and fixing of retro-reflectorised cautionary, mandatoryand informatory sign as per IRC:67 made of encapsulated lenstype reflective sheeting vide Clause 1701.2.3, fixed overaluminium sheeting, 1.5 mm thick supported on RCC Post 100mm x 100 mm firmly fixed to the ground by means of properlydesigned foundation with M15 grade cement concrete 450 mm x450 mm x 600 mm, 600 mm below ground level as per approveddrawing Clause 1701

each 1,283.02


B.each 1,765.11

Note: Please ensure that area of MS Sheet of required size is entered inthe analysis item

10.3

A. Retro-reflectorised Traffic Signs

Semi Reflective Traffic SignsProviding and fixing of semi reflective cautionary, mandatory andinformatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet dulystove white colour in front and gray colour on back with red reflectiveborder of 65 mm width and required letters and figures with reflective tapeengineering grade as per Clause 1701.3.9 of MORD for Rural Roads ofrequired shade and colour supported and welded on 47mm x 47 mm x 12SWG sheet tube firmly fixed to the ground by mean of properly designedfoundations with M-15 grade cement concrete 450x450x600 mm, 600 mmbelow ground level as per approved drawing Clause 1701.2.2

Direction and Place Identification signs upto 0.9 sqm size board


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

(i) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens typereflective sheeting vide Clause 1701.2.3, fixed over aluminiumsheeting, 2 mm thick with area not exceeding 0.9 sqmsupported on a mild steel single angle iron post 75 x 75 x 6 mmfirmly fixed to the ground by means of properly designedfoundation with M-15 grade cement concrete 450 x 450 x 600mm, 600 mm below ground level as per approved drawing andTechnical Specification Clause 1701

sqm 6,305.48

(ii) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens typereflective sheeting vide Clause 1701.2.3, fixed over aluminiumsheeting, 2 mm thick with area not exceeding 0.9 sqmsupported on 2 inch dia GI Pipe firmly fixed to the ground bymeans of properly designed foundation with M-15 grade cementconcrete 450 x 450 x 600 mm, 600 mm below ground level as perapproved drawing and Tehnical Specification Clause 1701.

sqm 5,816.84

(iii) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens typereflective sheeting vide Clause 1701.2.3, fixed over aluminiumsheeting, 2 mm thick with area not exceeding 0.9 sqmsupported on RCC Post 100 mm x 100 mm firmly fixed to theground by means of properly designed foundation with M-15grade cement concrete 450 x 450 x 600 mm, 600 mm belowground level as per approved drawing and Technical SpecificationClause 1701

sqm 4,944.56

B.

sqm 30,415.05

10.4

A.(i) Providing and erecting direction and place identification retro-

\reflectorised sign as per IRC:67 made of encapsulated lens typereflective sheeting vide Clause 1701.2.3, fixed over aluminiumsheeting, 2 mm thick with area exceeding 0.9 sqm supported onmild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmlyfixed to the ground by means of properly designed foundationwith M-15 grade cement concrete 450 mm x 450 mm x 600 mm,600 mm below ground level as per approved drawing andTechnical Specification Clause 1701

sqm 6,704.74Retro-reflectorised Traffic Signs

Semi-Reflective Traffic signsDirection and place indentification signs up to 0.9 sqm size board

Providing and erecting direction and place identifications of semi reflectivesign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stoveenameled paint in white colour in front and grey colour on back with redreflective border of 70 mm width and required message, letters, figureswith reflective engineering grade tape as per MORD specifications ofrequired shade and colour. Supported and welded on 47 mm x 47mm of12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5mm M/s flat iron on edges on back firmly fixed to the ground by means ofproperly designed foundations with M-15 grade cement concrete 450 mm x450 mm x 600 mm, 600 mm below ground level as per approved drawingand Technical Specification Clause 1701

Direction and Place Identification signs with size more than 0.9 sqm sizeboard


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

(ii) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens typereflective sheeting vide Clause 1701.2.3, fixed over aluminiumsheeting, 2 mm thick with area exceeding 0.9 sqm supported ondia GI Pipe firmly fixed to the ground by means of properlydesigned foundation with M-15 grade cement concrete 450 mm x450 mm x 600 mm, 600 mm below ground level as per approveddrawing and Technical Specification Clause 1701

sqm 6,925.10

(iii) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens typereflective sheeting vide Clause 1701.2.3, fixed over aluminiumsheeting, 2 mm thick with area exceeding 0.9 sqm supported onRCC Posts 100 mm x 100 mm firmly fixed to the ground by meansof properly designed foundation with M 15 grade cement concrete450 mm x 450 mm x 600 mm, 600 mm below ground level as perapproved drawing and Technical Specification Clause 1701

sqm 5,101.53

B.

sqm 3,419.53

10.5sqm 73.91

10.6sqm 64.36

10.7sqm 98.45

10.8

sqm 82.39

10.9

Painting two coats including prime coat with epoxy paint of approved brand onconcrete/steel surfaces after through cleaning of surface to give an even shade asper drawing and Technical Specification Clause 1701

Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work

Painting lines, dashes, arrows, etc. on roads in two coats on new work with readymixed road marking paint conforming to IS:164 on bituminous/concrete surface,including cleaning the surface of all dirt, dust and other foreign matter, demarcationat site and traffic control as per drawing and Technical Specification Clause 1702

Painting lines, Dashes, Arrows, etc. on Roads in Two Coats on Old Work

Painting two coats including primer coat after filling the surface with syntheticenamel paint in all shades on new, plastered / concrete surfaces as per drawing andTechnical Specification Clause 1701

Painting on Steel SurfacesProviding and applying two coats of ready mix paint including primer coat ofapproved brand on steel surface after through cleaning of surface to give an evenshade as per drawing and Technical Specification Clause 1701

Painting on Concrete/Steel Surfaces with Epoxy

Semi-Reflective Traffic signsDirection and place identification signs more than 0.90 sqm signboard

Providing and erecting direction and place identification of semi reflectivesign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stoveenameled paint white colour in front and grey colour on back with reflectiveborder of 70 mm width and required message, letters, figures withreflective tape of engineering grade as per MORD specifications of requiredshade and colour. Supported and welded on two nos. 47 mm x 47 mm of12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means ofproperly designed foundations with M-15 grade cement concrete 450 mm x450 mm x 600 mm, 600 mm below ground level as per approved drawingand Technical Specification Clause 1701

Painting Two Coats on New Concrete Surfaces


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

sqm 56.17

10.10

i) each 2,669.94ii) each 1,602.29iii) each 445.91

10.11each 376.04

10.12Running m 361.32

10.13Running m 485.20

10.14

Running m 2,044.93

10.15

Running m 1,596.83

10.16 Providing and Fixing 'Logo' of PMGSY Project

Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100mm x 50 mmProviding, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted onmedium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high aboveground, 2 m centre-to-centre, complete as per approved drawings Clause 1706Tubular Steel Railing on Precast RCC posts, 1.2 m high above Ground Level

Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows onprecast M-20 grade RCC vertical posts 175 mm x 175 mm x 1.8 m high (1.2 mabove Gl) with 3 holes 50 mm dia for pipe, fixed 2 m centre-tocentre complete asper approved drawings Clause 1706

G.I Barbed Wire Fencing 1.2 m highProviding and fixing 1.2 m high GI barbed wire fencing with 1.8 m RCC posts 150mm x 150 mm placed every 3 m centre-to-centre founded in M15 grade cementconcrete, 0.6 m below ground level, every 15th post, last but one end post andcorner post shall be strutted on both sides and end post on one side only andprovided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires,fixed with GI staples, turn buckles etc. complete as per Clause 1705.G.I Barbed Wire Fencing 1.8 m highProviding and fixing 1.8 m high GI barbed wire fencing with 2.4 m RCC M15 grade150 mm x 150 mm concrete post placed every 3 m centre-to-centre founded in M15grade cement concrete, 0.6 m below ground level, every 15th post, last but one endpost and corner post shall be strutted on both sides and end post on one side onlyand provided with 12 horizontal lines and 2 diagonals interwoven with horizontalwires, fixed with GI staples, turn buckles etc. complete as per Clause 1705.

Ordinary Kilometer Stone (Precast)200 m stone (precast)

Boundary PillarReinforced cement concrete M15 grade boundary pillars/local stone of standarddesign as per IRC:25, fixed in position including finishing and lettering but excludingpainting as per drawing and Technical Specification Clause 1704

Painting lines, dashes, arrows, etc. on roads in two coats on old work with readymixed road marking paint conforming to IS:164 on bituminous/concrete surface,including cleaning the surface of all dirt, dust and other foreign matter, demarcationat site and traffic control as per drawing and technical specification Clause 1702

Kilometre StoneReinforced cement concrete M15 grade kilometre stone/local stone of standarddesign as per IRC:8 fixing in position including painting and printing, etc as perdrawing and Technical Specification Clause 1703

5th Kilometre Stone (precast)


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

each 11,403.34

10.17each 958.42

10.18sqm

10.19each

a)b)c)d)e)f)g)h)i)j)k)l)m)n)Note: The rate for traffic signs are already worked out and given

elsewhere in this Chapter. The same may be adopted.

10.20each 514.09

11.1

Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant tocorrosive effect of salt and grit, fitted with lense reflectors, installed in concrete orasphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in asuitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

Excavation for StructuresChapter-11 FOUNDATION

SlowSpeed limit

Road Markers/Road Stud with Lens Reflector

DiversionDo not enterRoad closedStop

Road narrowUn-even roadSlippery roadLoose chippings

Diversion one km aheadTraffic sign aheadRoad ahead closedMen at work

Rumble StripsProvision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mmhigh at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations tocontrol speed, marked with white strips of road marking paint.

Safety Devices and Signs in Construction ZonesProvision and fixing of traffic signs for limited period at suitable locations inconstruction zone comprising of warning zone, approach transition zone, workingzone and terminal transition zone with a minimum distance of 2-3 m from the edgeof the carriageway. The bottom edge of the lowest sign plate to be not less than 2 mabove the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, foundedand installed as per approved design and drawings, removed and disposed of aftercompletion of construction work, all as per IRC:SP:55-2001.

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORDspecifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plateduly welded with MS flat iron 25mm x 5m size on back on edges. The lower platewill be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle ironframe of the lower most plate and flat iron frame of middle plate will be welded to 2nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cementconcrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below groundlevel. The top most diamond plate will be welded to middle plate by 47mm x 47mmof 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Letteringand printing arrows, border etc. will be painted with ready mixed synthetic enamelpaint of superior quality in required shade and colour. All sections of framed postsand steel tube will be painted with primer and two coats of epoxy paint as perdrawing Clause 1701 and Annexure 1700 1Traffic ConeProvision of red fluorescent with white reflective sleeve traffic cone made of LowDensity Polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm anda height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS:873


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

I.(i) Upto 3 m depth cum 182.05(ii) 3 m to 6 m depth cum 216.19

II.cum 227.57

III. cum 413.80IV. cum 451.28V. cum 341.35

11.2

I. cum 516.45II. cum 116.70

11.3

cum 3,730.3611.4

I.(i) Nominal mix 1:3:6 cum 3,611.23(ii) Nominal mix 1:3.6 (Hand mixing) cum 3,608.79

II.(i) Nominal mix (1:2.5:5) cum 3,732.80(ii) Nominal mix 1:2.5:5 (Hand mixing) cum 3,730.36

III.(i) Nominal mix (1:2:4) cum 4,302.12(ii) Nominal mix 1:2:4 (Hand mixed) cum 4,299.68

IV. cum 4,555.55V. cum 5,028.04

11.5

I. cum 4,443.11II. cum 4,173.88III. cum 4,375.17

11.6

I. (i) In 1:3 cement mortar cum 3,058.72(ii) In 1:4 cement mortar cum 2,722.19(iii) In cement-lime-sand mortar (1:0.5:4.5) cum 2,973.80

II. (i) In 1:3 cement mortar cum 2,949.11(ii) In 1:4 cement mortar cum 2,454.05(iii) In cement-lime-mortar (1:0.5:4.5) cum 2,730.82

III. (i) In 1:3 cement mortar cum 2,868.03Random Rubble Masonry

Coursed rubble masonry (2nd sort)

Brick masonry in 1:4 cement mortarBrick masonry in cement-lime-mortar (1:0.5:4.5)

Stone masonry work in cement mortar in foundation complete as per drawing andtechnical specifications Clauses 702, 704, 1202 & 1203.

Coursed rubble masonry (1st sort)

R.C.C grade M 20R.C.C. grade M 25

Brick masonry work in cement mortar in foundation complete excluding pointing andplastering as per drawing and technical specifications Clauses 600, 1202 & 1203

Brick masonry in 1:3 cement mortar

P.C.C. grade M 20

P.C.C grade M 15

P.C.C grade M 15Nominal mix 1:2.5:5Providing concrete for plain/reinforced concrete in open foundationscomplete as per drawings and technical specifications Clause 802, 803,1202 & 1203

P.C.C grade M 10

Fillling in foundation trenches as per drawing and technical specificationClause 305.3.9

Sand fillingEarth filling (For marshy soil)

Filling annular space around footing in rock as per technical specificationClause 1203.4.3.

Upto 3 m depthHard rock (requiring blasting)Hard rock (blasting prohibited)Marshy soil

Ordinary soil

Ordinary rock (not requiring blasting)

Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal ofstumps and other deleterious material and disposal upto a lead of 50 m, dressing ofsides and bottom and backfilling in trenches with excavated suitable material.


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

(ii) In cement mortar 1:4 cum 2,660.67(iii) In cement lime mortar (1:0.5:4.5) cum 2,937.44

11.7 t 54,471.41

11.8 t 65,455.00

11.9 t 59,196.41

12.1

I. cum 4,635.21II. cum 4,382.58III. cum 4,230.36IV. cum 4,593.93

12.2 10 sqm 429.71

12.3 10 sqm 1,285.71

12.4

I.(i) In 1:3 cement mortar cum 3,211.66(ii) In 1:4 cement mortar cum 2,858.30(iii) In cement mortar (1:5) cum 2,608.24(iv) In cement lime mortar (1:0.5:4.5) cum 3,122.49

II.(i) In cement mortar (1:3) cum 3,206.23(ii) In 1:4 cement mortar cum 2,817.54(iii) In cement mortar (1:5) cum 2,608.24(iv) In cement lime mortar (1:0.5:4.5) cum 3,108.14

III.(i) In cement mortar (1:3) cum 3,182.39(ii) In 1:4 cement mortar cum 2,793.70(iii) In cement mortar (1:5) cum 2,584.41(iv) In cement lime mortar (1:0.5:4.5) cum 3,084.31

12.5

I.(i) Nominal mix (1:2.5:5) cum 3,948.16(ii) Nominal mix 1:2.5:5 (Hand mixing) cum 3,945.57

II.(i) Nominal mix (1:2:4) cum 4,550.32(ii) Nominal mix 1:2:4 (Hand mixed) cum 4,547.73

III. cum 4,818.38IV. 5,330.94

R.C.C grade M 20R.C.C. grade M 25

P.C.C grade M 15

P.C.C. grade M 20

Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

For height upto 5 m

Random rubble masonry

Coursed Rubble masonry (2nd sort)

Pointing with cement mortar (1:3) on brickwork as per drawing and technicalspecification Clauses 613.3 and 1204

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure asper technical specification Clauses 613.4 & 1204

Stone masonry in cement mortar for substructure complete as per drawing &technical specification Clauses 702, 704, 1202 and 1204

Coursed rubble masonry (1st sort)

In 1:3 cement mortarIn 1:4 Cement mortarIn 1:5 cement mortarIn cement lime mortar (1:0.5:4.5)

Supplying, fitting and placingTMT bar reinforcement in foundation complete as perdrawings and technical specifications Clauses 1000 and 1202

Supplying, fitting and placing MS bar reinforcement in foundation complete as perdrawings and technical specifications Clauses 1000 and 1202

Brick masonry work in cement mortar in substructure complete excepting pointingand plastering, as per drawing and technical specification Clauses 602, 603, 604,1202 & 1204

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as perdrawings and technical specifications Clauses 1000 and 1202

Chapter-12 SUBSTRUCTURE


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

12.6 t 54,567.69

12.7 t 59,292.69

12.8 t 52,205.19

12.9 Nos. 115.36

12.10

I) cum 506.32II) cum 685.02

12.11 cum 1,520.22

12.12 cucm 2.30

12.13 Running m 268.47

12.14 Nos. 482.71

13.1

I.(i) For nominal mix 1:2:4 cum 5,207.81(ii) For nominal mix 1:2:4 (Hand mixed) cum 5,221.72(iii) For design mix RCC M 20 cum 5,049.31

II. cum 5,682.08III. cum 6,736.71

13.2 t 55,282.06

13.3 t 60,007.06

13.4 t 52,919.56

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete asper drawing and technical specifications Clauses 1002, 1010 and 1202

Supplying, fitting, and placing MS bar reinforcement in superstructure complete asper drawing and technical specifications Clauses 1002, 1010 and 1202

R.C.C M 25R.C.C. Grade M 30

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete asper drawing and technical specifications Clauses 1002, 1010 and 1202

Providing and laying reinforced cement concrete in superstructure as per drawingand technical specifications Clauses 800, 1205.4 and 1205.5

R.C.C grade M 20

Supplying, fitting and fixing in position true to line and level elastomeric bearingconforming to IRC:83 (Part-II) Section IX complete, including all accessories as perdrawings and technical specification Clause 1207.1

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc.complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11

Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filtermedia base of 500 mm x 500 mm as per drawing and technical specification Clause1205.5.7

Chapter-13 SUPERSTRUCTURE

Backfilling behind abutment, wing wall and return wall complete as per drawings &technical specification Clause 1204.3.8

Granular materialSandy material

Providing and laying filter media with granular crushed aggregates as perspecification to a thickness of not less than 600 mm with smaller size towards thesoil and bigger size towards the wall and providing over the entire surface behindabutment, wing wall, return wall to the full height, compacted to firm conditioncomplete as per drawing and technical specification Clause 1204.3.8

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202

Providing weepholes in brick masonry/stone masonry, plain/reinforced concreteabutment, wing wall, return wall with 100 mm dia AC pipe extending through the fullwidth of the structures with slope of 1(V):20(H) towards drawing face complete asper drawing and technical specification Clauses 614, 709, 1204.3.7


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

13.5 cum 9,592.15

13.6 Running m 2,172.39

13.7 Running m 2,795.16

13.8 Running m 2,057.06

13.9 cum 4,443.11

13.10 Nos. 1,269.41

13.11

(i) cum 3,589.23(ii) cum 3,586.88

13.12 cum 8,446.18

13.13 Running m 43,346.08

13.14 Running m 4,396.00

13.15 Running m 2,148.31

13.16I) Running m 2,010.29

II) Running m 106.90

III) Running m 128.70

Providing and fixing 2 mm thick corrugated copper plate in expansion jointas per drawing and technical specifications Clause 1207.2.2

Providing and fixing 20 mm thick compressible fibre board in expansionjoint complete as per drawing and technical specifications

Providing and fixing in position 20 mm thick premoulded joint filler inexpansion joint for fixed ends of simply supported spans, covered withsealant complete as per drawing and technical specifications

Providing and laying of an elastomeric slab seal expansion joint complete as perapproved drawing and approved specifications to be installed bymanufacturer/supplier or their authorised representative ensuring compliance to themanufacturer’s instructions for installlation and as per technical specifications Clause1207.2.5Providing and laying of compression seal joint consisting of steel armoured nosing attwo edges of the joint gap suitably anchored to the deck concrete and a preformedchloroprene elastomer or closed cell foam joint sealer compressed and formed intothe joint gap with special adhesive binder as per drawing, and technicalspecifications Clause 1207.2.4

Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mmwide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical tocentre line of the joint, resting freely over the top surface of the deck concrete,welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along thecentre line of the plate, as per technical specifications Clauses 1207.2.3Filler Joint

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab completeas per drawing and technical specifications Clauses 800 and 1211

Nominal mix (1:2.5:5)Nominal mix 1:2.5:5 (Hand mixing)

Reinforced Cement Concrete M 25 grade approach slab including reinforcement andformwork complete as per drawing and technical specifications Clauses 800 and1211

Providing fitting and fixing mild steel railing complete as per drawing and technicalspecifications Clause 1208.2

Providing and fixing in position pipe railing consisting of IS Rolled steel joist postsdesignation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steelpipes (light) including fixing in position on bridge deck complete as per drawing andtechnical specifications Clause 1208.2Brick masonry work in cement mortar 1:3 in parapet excluding pointing andplastering as per drawing and technical specifications Clauses 600, 900 and 1208.4

Drainage spouts complete as per drawing and technical specifications Clause 1209

Providing and laying cement concrete wearing course M 30 grade includingreinforcement complete as per drawing and technical specifications Clauses 800 and1206.3Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal sizeaggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as perdrawing and technical specifications Clauses 800, 900 and 1208.3


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

IV) Running m 23.59

13.17

I. cum 3,182.39II. cum 3,211.66

13.18 10 sqm 429.71

13.19 10 sqm 128.57

13.20

I. cum 3,945.57II. cum 3,948.16

13.21

i. sqm 0.00

ii. sqm 0.0013.22

i. cum 0.00

ii. sqm 0.00

iii. sqm 0.00

13.23 cum 9,626.16

13.24 cum 6,193.85

13.25

I. cum 6,621.54II. cum 7,320.49

13.26

A) quintal 6,885.99

14.1 cum 524.62

Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting,hoisting, fixing in position for composite girders with shear connectors complete withpainting as per drawing and technical specifications Clause 1205.6

Steel section

Providing and laying boulder apron for bed protection with stone boulders ofminimum size and weight as per Table 1300.1, no fragment weighing less than 25kg laid dry complete as per drawing and technical specifications Clause 1301

Chapter-14 PROTECTION WORKS

Coursed rubble stone masonry arch (Ist sort) in cement mortar (1:4) completeincluding centering etc. complete as per drawing and technical specifications Clauses706 and 1205.1

Providing & Laying reinforced cement concrete arch complete including centeringand shuttering excluding reinforcement as per drawings and technical specificationsClauses 800, 900 and 1205.1

RCC grade M20 (1:2.4) nominal mixRCC Grade M 25

Rate for BM layer may be analysed as per item No 5.3 of Chapter5

Rate of 20 mm premix carpet wearing course as per item No.5.9of Chapter 5

Rate of seal coat Type B as per item No. 5.12 of Chapter 5

Brickwork in arches in cement mortar 1:4 complete including centering andshuttering excluding pointing and plastering as per drawing and technicalspecifications Clauses 606 and 1205.1

Providing bituminous wearing coat comprising of 20 mm thick premix carpet with 5mm thick seal coat Type B for culverts as per drawing and technical specificationsClauses 1206.2 and 500

Rate for wearing coat as per item No. 5.9 of Chapter 5

Rate for seal coat Type B as per item No. 5.12 of Chapter 5Providing bituminous wearing coat comprising of 50 mm thick bituminous macadamoverlaid by 20 mm thick premix carpet with 5 mm thick seal coat Type B

Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as pertechnical specifications Clauses 613.4 and 1208.4

Providing and laying parapet with PCC M 15 as per drawing & technical specificationsClauses 800 and 1208.4

Nominal mix 1:2.5:5 (Hand mixing)Nominal mix (1:2.5:5)

Stone masonry in cement mortar 1:3 for parapet complete as per drawing andtechnical specifications Clauses 700 and 1208.4

Random rubble masonryCoursed rubble masonry (1st sort)

Pointing with cement mortar (1:3) on brickwork in parapet as per technicalspecifications Clauses 613.3 and 1208.4

Providing and fillling joint sealing compound as per drawings and technicalspecifications with coarse sand and 6 per cent bitumen by weight.


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

14.2 cum 1,633.89

14.3 cum 3,807.46

14.4

A) Running m 90.38B) Running m 79.51

14.5

I. cum 524.62II.

a) Concrete grade M 15 cum 3,807.46III. cum 4,368.24

14.6 cum 893.54

14.7

I. cum 2,398.55Please ensure that quantity of cement concrete bedding isentered in the Rate of Analysis

II. cum 3,770.13III. cum 4,816.51

14.8 cum 741.60

14.9

I. cum 4,173.88II. cum 2,817.54III. cum 3,611.23

14.10 cum 563.72

14.11

I. cum 2,574.34

II. cum 4,446.09

III.

Random rubble masonry in case of stone pitching laid with cementmortar (1:5)

Brick masonry in cement mortar 1:4 in case of brick pitching

Cement concrete grade M 10 in case of concrete block pitching

P.C.C grade M 20

Coursed rubble masonary (2nd sort) in cement mortar (1:4)Cement concrete grade M 10

Construction of flexible apron 1 m thick comprising of loose stone boulders weighingnot less then 25 kg beyond curtain wall

Construction of toe walls for protection of slopes as per drawing and technicalspecifications Clause 1302.5

Brick on edge laid in cement mortar (1:3)Providing and laying of dry rubble flooring complete as per drawings and technicalspecifications Clause 1303.3

Providing and laying curtain walls complete as per drawing and technicalspecification Clause 1304

Brick masonry in cement mortar (1:4)

Rubble stone laid in cement mortar 1:3Note:

Cement conrete blocks grade M 15

Brick pitchng set in cement mortar 1:4Providing and laying filter material underneath pitching in slopes complete as perdrawing and technical specifications Clause 1302

Providing and laying flooring laid over cement concrete bedding complete as perdrawing and technical specification Clause 1303

Driven at least 900 mm below ground and 900 mm above groundon average

Providing and laying pitching on slopes laid over prepared filter media as perdrawing and technical specifications Clause 1302

Stone/BoulderCement concrete blocks of size as per Table 1300.2 cast in cementconcrete of grade M 15

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wireconforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally)including 10 per cent extra for laps and joints laid with stone boulders weighing notless than 25 kg each as per drawing and technical specifications Clause 1301

Providing and laying of apron with cement concrete blocks of size as per Table1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete asper drawing and technical specifications Clause 1301

Single bamboo palasiding / walling of whole 2nd class bamboo (Jati or Bethua)75mm dia and closely packed & driven including fitting fixing with half bamboo kamishorizontally in three rows with cane or tying with wire complete and struts 1.5 mapart longitudinally and providing brush wood as per drawing and technicalspecifications Clause 1302.5

Driven at least 900 mm below ground and 1200 mm above ground


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

cum 3,851.9814.12


14.13

A) Running m 415.06

B) Running m 237.56

C) Running m 223.68

14.14


14.15 Running m 1,653.32

14.16 Running m 454.85

14.17 Running m 130,195.62

14.18 Running m 54.98

Providing close bamboo toe walling consisting of 65mm to 75mm dia bamboos oflength ranging from 1.2 m to 3m driven at 150 mm centre to centre and providedwith three horizontal split bamboo runner fixed with nails. All bamboos to be dulyprotected by coal tar painting.

Double timber spur with two rows at 800 mm c/c apart of 1st class local wood pileswith timber of Azar/Nahar/Nageswar / Zarul wood 150 mm to 200 mm dia driven2000 mm minimum below ground and 3600 mm above ground average placed at800 mm belts, bracings etc. of 100 mm x 75 mm size 1st class local woodlongitudinally & crosswiswe at ends fitted with 10 mm dia bolts and nuts etc.including coaltarring of timber members and cost of necessary bamboo stagings etc.as directed by the Engineer as per drawing and technical specifications

Supplying and filling up hollows of the timber spur to an average height of 3600 mmabove ground with jungle wood branches as per drawing and technical specificationsas directed by the Engineer.

Chapter-15 MAINTENANCE OF ROADS

Bamboo spur 'A' type with whole bamboo 85mm-100mm dia, placed 230 mm centreto centre driven 900 mm below ground and 1200 mm to 1500 mm above groundtied with 2nd class bamboo (jati or Bethua) on either side at 450 mm aparthorizontally with galvanised wire etc. complete as per drawings and technicalspecifications

2nd class bamboo (jati or Bethua) 75 mm dia1st class bamboo (Bholuka or Barua ) 85 mm to 100 mm dia

Providing 'A' type single spur with 1st class bamboo (Bholuka or Barua) 85 mm to100 mm dia. Driven closely placed 3m to 4m above ground and 1200 mm to 1500mm below ground tied with cane or coir string, half 2nd class bamboo (jati orBethua) horizontally on both face placed not more than one metre apart includingwhole bamboo struts inside one metre apart and 2 nos. of purlin at top and bottomfitted with vertical struts at 1500 mm apart and filling with brushwood or junglewood inside the spur complete as per drawing and technical specifications

Single bamboo spur and palisading of whole 1st class bamboo (Bholuka or Barua) 85mm to 100 mm dia. Closely packed & driven including fitting, fixing with half 2ndclass bamboo (jati or Bethua) horizontally in three rows with cane or tying wirecomplete and struts 1500 mm apart longitudinally and providing brush wood in thespur as per drawings and technical specifications

Driven at least 900 mm below ground and 1800 mm above ground

Driven at least 900 mm below ground and 900 mm above groundon average

Driven at least 600 mm below ground and 1200 mm above groundon average.

Nominal mix 1:3:6Single bamboo spur and palisading of whole 2nd class bamboo (jati or Bethua) 65mm to 75 mm dia and closely packed & driven, including fitting, fixing with halfbamboo kamis horrizontally in three rows with cane or tying wire complete andstruts 1500 mm apart longitudinally and providing brush wood as per drawing andtechnical specifications Clause 1302.5

Driven at least 900 mm below ground and 1800 mm above ground Driven at least 900 mm below ground and 900 mm above ground


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

15.1i)

A. Manual Means cum 255.93B. Mechanical Means cum 205.09

15.2 1.

sqm 34.32

2.

sqm 19.64

15.3i. cum 6,649.55

ii. sqm 182.69

iii. sqm 192.19

iv. sqm 191.48

15.4sqm 126.92

15.5sqm 112.02

15.6m 1.82

Maintenance of WBM road including filling up of pot holes, ruts and rectifyingcorrugated surface, damaged edges and ravelling as per technical specificationClause 1906.

Maintenance of Drains The maintenance of drains include erosion, repair, clearing, cleaning, reshaping,regrading, deepening of side drains as well as catch water drains as per technicalspecification Clause 1907.

Repair to pot holes and removal of loose material, trimming of sides,cleaning of surface by providing tack coat with bitumen emulsion, 20 mmthick pre-mix carpet using catonic bitumen emulsion and seal coat type Bwith bitumen emulsion

Maintenance of Gravel Road Maintenance of gravel road including making up the loss of profile, rectifyingcorrugated surface, filling up of depressions, pot holes and erosion gullies by addingfresh material and compacting it with appropriate equipment or to strip excess ofmaterial from the road surface as per drawings and technical specification Clause1905

Maintenance of WBM Road

Maintenace of bituminous surface roadRepair to pot holes by removal of failed material, trimming the sides tovertical and levelling the bottom, cleaning the same with compressed air orany appropriate method filled with 75mm B.M, applying bitumen emulsionprime coat at the bottom and bitumen emulsion tack coat on sides and onbottom as per technical specifications Clauses 502 and 503.Patch repair on already filled pot holes with 75 mm BM with 20 mm premixcarpet and seal coat Type B as per drawings and technical specificationClause 1904.2

Repair to pot holes and removal of loose material, trimming of sides,cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet andseal coat type B specification Clause 1904.2

Maintenance of Earthen shoulder (filling with fresh selected soil)

Making up loss of material/irregularities on shoulders to the design level byadding fresh approved selected soil and compacting it with appropriateequipment at OMC upto a lead of 1000 m as per technical specificationClause 1903Maintenance of Earhen shoulder (stripping of excess soil)

Stripping excess soil from the shoulder surface to achieve the approvedlevel and compacting with plate compactor at OMC as per drawings andTechnical Specification Clause 1903

Restoration of Rain CutsRestoration of rain cuts with soil, moorum gravel or a mixture of these,clearing the loose soil, benching for 300mm width laying fresh material inlayers not exceeding 250 mm and compaction with plate compactor orpower rammer to restore the original alignment, level and slopes as perdrawings and technical specifications Clause 1902


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

15.7 (I)One No.

Hume Pipe780.54

(II)Culvert 1,706.40

15.8m 37.08

15.9km 822.93

15.10(i)

Running m 255.32

(ii)

m 1,523.5315.11

(i) km 140.06(ii) km 508.87

15.12

(i) one tree 68.88

(ii) each 4.55

(iii) sqm 1.52

15.13

sqm 10.72

15.141

(i) Pre-mix carpet using bituminous (penetration grademodified bitumen) binder

White washing of parapet walls of CD work and tree truncks

White washing two coats on parapet walls and tree trunks including preparation ofsurface by cleaning scraping etc. as per technical specifications Clause 1915Periodical Renewal to existing bituminous surface

Open graded Premix carpet 20 mm thick

Cutting of branches of trees shrubs and trimming of grass and weeds

Cutting of branches of trees and shrubs from the road way or with inR.O.W including disposal of wood and leaves to suitable location as pertechnical specification Clause 1914

Cutting of shrubs from the road way or with in R.O.W and disposal ofshrubs to suitable locations as per technical specifications Clause 1914

Trimming of grass and weeds from the shoulders/berms and disposing offthe same to suitable locations as per technical specifications Clause 1914

Maintenance of 200 metre and km stonesMaintenance of 200 metre km stone by way of refiting of tilted stones repairing withcement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th kmstone as per drawing and technical specification Clause 1912

Painting two coats with synthetic enamel paintPrinting letters and figures of any shade with synthtic enamel paint of anyapproved colour to give an even shade

Repair of steel railing to bring it to original shape cleaning and repaintingas per drawing and technical specification Clause 1911

Steel Railing

Repair of RCC railing to bring it to the original shape, cleaning andrepainting as per drawings and technical specification Clause 1911

RCC Railing

Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts,repair of flood gauges, removal of debris, providing boulders and protection workand painting as per technical specification Clause 1909

Maintenance of Road Signs Maintenance of road signs by way of cleaning and repainting of mandatory /requlatory / cautionary / informatory and place identifications sign board asperdrawings and technical specification Clause 1910

Maintenance of steel and RCC Railing

Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosionrepair, repairs to cracks, parapet wall and protection work as per drawingand technical specification Clause 1908

Maintenance of Culverts Slab typeMaintenance of Slab type Culverts by way of clearing, Cleaning, Erosionrepair, repairs to cracks, parapet walls and Protection works as per drawingand technical specification Clasue 1908

Maintenance of Causeway

Maintenance of Culverts


ItemNo.

Unit Rate(Rs.)

1 3 4

Description

2

Rates as per item No. 5.9 sqm 108.78(ii) Pre-mix carpet using bituminous (penetration grade

modified bitumen) binderRates as per item No. 5.9 sqm 115.72

(iii) Premix carpet using bitumen Emulsion Rates as per item No. 5.10 sqm 113.54

(iv) Seal coat Type A, B or CRates as per item No. 5.11 sqm 138.79

2Rates as per item No. 5.6 sqm 61.69

DPIU & Executive EngineerPanchayat R & B Division

Bhavnagar

Surface dressing single coat/first coat or 2nd coat

This is to certify that this Schedule Of Rates for the year 2013-2014 for Pradhan Mantri Gram Sadak Yojana ofPanchayat R & B Circle - 2 Rajkot is prepared on the basis of basic rates of labour, Plant & Machinery and materialare finalised by SOR committee of Gujarat State R&B Department and SOR committee of Rural Road DevelopmentAgency Gandhinagar



PM-001 Air Compressor 210 cfm Supplying compressed air cfm 210.00 per hour

300.00

PM-002 Batch mix HMP 40-60 TPH BM, DBM, SDBC, PM t/h 50.00 per hour9,000.00

PM-003 Batch type HMP 30/40 TPH BM, DBM, SDBC, PM t/h 35.00 per hour7,150.00

PM-004 Bitumen boiler oil fired Input Rate



PM-005 Bitumen emulsion pressure distributor

Applying bitumen tack coat sqm/h 1750.00 per hour

840.00

PM-006 Concrete mixer 0.28/0.4 cum Mixing of ingradients cum/h 2.50 per hour 190.00

PM-007 Crane upto 8T Lifting of materials per hour 1,080.20

PM-008 cum/h 200.00 2,100.00

cum/h 100.00 1,814.00

PM-009 Electric generator set, 125 KVA Electricity generation KVA 100.00 per hour700.00

PM-010 Emulsion Sprayer with Tractor Spraying of Emulsion per hour 700.00

PM-011 Loading Aggregates cum/h 45.00 764.00

Loading Soil cum/h 100.00 675.00

PM-012 Hydraulic broom with tractor Surface cleaning sqm/h 1250.00 per hour 300.00

PM-013 Hydraulic Excavator 0.9 cum Excavation cum/h 100.00 per hour 1,400.00

PM-014 Hydraulic self propelled chip spreader Surface Dressing sqm/h 1500.00 per hour

2,100.00

PM-015 Jack Hammer with tractor Pavement breaking & rock drilling cum/h 05. to 1 per hour

325.00

PM-016 Joint Cutting Machine with 2-3 blades Cutting of Joints h per hour

150.00

PM-017 Mixall 6-10 t capacity Mixing of bituminous materials t/h 8.00 per hour

1,036.20

PM-018 200.00 2,100.00

50.00 1,600.00

PM-019 Needle vibrator Vibrating cement concrete mix cum/h 3.50 per hour

60.00

PM-020 Paver finisher Laying/spreading t/h 75.00 per hour 1,200.00

PM-021 Plate compactor Compaction cum/h per hour 310.00

PM-022 Plate vibrator Compaction cum/h per hour 400.00

PM-023 Screed vibrator Compaction cum/h per hour 310.00

PM-024 Smooth wheeled 80-100 kN tandem roller

Compaction of Sub-base/ Asphalt cum/h 30.00 per hour

400.00

PM-025 Stone crusher (Integrated) of 200 TPH Crushing of Spalls t/h 200.00 per hour

14,200.00

PM-026 Three wheel 80-100 kN Static Roller Compaction/ Rolling per hour

400.00

Earth:- Embankment or sub-grade cum/h 80/70

400.00

Sub-base G-I cum/h 10.00 400.00

Sub-base G-II/G-III cum/h 8.00 400.00

WMM cum/h 16.00 400.00

BUSG cum/h 10.00 400.00

BM 50/75 mm cum/h 12.00 400.00

Premix 20 mm sqm/h 250.00 400.00

Seal Coat sqm/h 500.00 400.00

Heating of bitumen

per hourDozing cutting



(B) USAGE RATES OF PLANT & MACHINERY

Dozer D 50

Front end-loader 1 cum bucket capacity @ 45 cum/hour

Motor Grader

per hour

per hourcum/hScarifier & levelling




Surface Dressing 1st Coat sqm/h 400.00

400.00

Surface Dressing 2ndCoat sqm/h 500.00

400.00

PM-027 Tipper 5.5 cum/10 t Carriage cum/trip 5.50 per hour 250.00

PM-028 Tractor with Disc Harrows Pulverisation of soil cum/h 80.00 per hour 300.00

PM-029 Tractor with ripper @ 60 cum per hour

Ripping Pavements, uprooting trees cum/h 60.00 per hour

300.00

PM-030 Tractor with trolley Transportation of materials t/trip 3 to 5 per hour

300.00

PM-031 Tractor with Rotavator Scarifier cum/h 25.00 per hour 300.00

PM-032 Truck 10 t capacity Carriage cum/trip 5.50 per hour 300.00

PM-033 Compaction of soil WMM cum/h 100.00

1,200.00

Compaction of BM cum/h 60.00 1,200.00

PM-034 Water tanker 6 kl capacity (Truck Mounted) Carriage of water litre / h 12000.00 per hour

300.00

PM-035 Wet mix plant (Pug Mill) Wet Mix cum/h 25.00 per hour 1,000.00

Vibratory roller 80-100 kN per hour

PMGSY SOR 13-14 PanchayatR B Circle-2,Rajkot [Chapter -1](Page-49)

Notes:1 Rates are for net quantities after deduction of voids.2 Part of km beyond 1 km will be payable for the full km.

Sr.No.

Ref. MORD Specifn

Unit Quantity Rate(Rs.)

Amount (Rs.)

1 2 4 5 6 71.1

(i)

Unit = cumTaking output = 5.5 cuma) Labour

Mate day 0.02 194.50 3.89 Mazdoor (Unskilled) day 0.50 194.50 97.25

b) MachineryTruck hour 0.50 300.00 150.00

c) OH & Contractor's profit @12.5 % on (a+b) 31.39 Cost for 5.5 cum = a+b+c 282.53 Rate per cum = (a+b+c)/5.5 51.37

(ii)




c) OH & Contractor's profit @12.5 % on (a+b) 15.70 Cost for 5.5 cum = a+b+c 141.27 Rate per cum = (a+b)/5.5 25.68

(iii)



b) Machinery Truck hour 0.25 300.00 75.00 c) OH & Contractor's profit @12.5 % on (a+b) 15.70 Cost for 5.5 cum = a+b+c 141.27 Rate per cum = (a+b+c+d)/5.5 25.68

(iv)

Unit = cumTaking output = 5.5 cum

Chapter 1 LOADING, UNLOADING, CARRIAGE CRUSHING OF MATERIALS AND SETTING OUT

Description

Loading and Unloading of Lime, Aggregate,Stone Boulder, Brick Aggregate, Kankar,Building Rubbish, Crushed Slag, Stone forMasonry Work by Manual Means

3

Loading of Lime, Aggregate, Stone Boulder, BrickAggregate, Kankar, Building Rubbish, CrushedSlag, Stone for Masonry Work by manual meansincluding a lead upto 30 m

Loading of Earth, Sand, Moorum, Manure, Flyashby manual means including a lead upto 30 m

Unloading of Lime, Aggregate, Stone Boulder,Brick Aggregate, Kankar, Building Rubbish,Crushed Slag, Stone for Masonry Work bymanual means including a lead upto 30 m

Unloading of Earth, Sand, Moorum, Manure,Flyash by manual means including a lead upto30 m


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3a) Labour




1.2

(i)

Unit = cumTaking output = 5.5 cumTime required fori) Positioning of tipper at loading point Min 1.00ii) Loading by front end loader 1 cum bucket

capacity @ 45 cum per hour Min 7.33

iii) Waiting time, unforeseen contingencies, etc. Min 2.00

Min 10.33a) Machinery(i) Tipper 10 t capacity hour 0.172 250.00 43.00 (ii) Front end-loader 1 cum bucket capacity @

45 cum per hourhour 0.122 764.00 93.21

b) OH & Contractor's profit @12.5 % on (a) 17.03 Cost for 5.5 cum = a+b 153.23 Rate per cum = (a+b) /5.5 27.86

(ii)

Unit = cumTaking output = 5.5 cumTime required fori) Positioning of tipper at loading point Min 1.00ii) Loading by front end loader 1 cum bucket Min 3.30iii) Waiting time, unforeseen contingencies, etc. Min 2.00

Min 6.30a) Machinery(i) Tipper 10 t capacity hour 0.105 250.00 26.25 (ii) Front end-loader 1 cum bucket capacity @

100 cum per hourhour 0.055 764.00 42.02

b) OH & Contractor's profit @12.5 % on (a) 8.53 Cost for 5.5 cum = a+b 76.80 Rate per cum = (a+b)/5.5 13.96

Loading of Lime, Aggregate, Stone Boulder, BrickAggregate, Kankar, Building Rubbish, CrushedSlag, Stone for Masonry Work by mechanicalmeans including a lead upto 30 m

Placing tipper at loading point, loading with frontend loader excluding time for haulage and returntrip.

Loading and Unloading Lime, Aggregate, StoneBoulder, Brick Aggregate, Kankar, BuildingRubbish, Crushed Slag, Stone for MasonryWork by Mechanical Means

Loading of Earth, Sand, Moorum, Manure, Flyashby mechanical means including a lead upto 30m.

Placing tipper at loading point, loading with frontend loader excluding time for haulage and returntrip.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3(iii)


Time required fori) Positioning of tipper at unloading point Min 1.00ii) Manoeuvering, reversing, dumping and

turning for returnMin 2.00

iii) Waiting time, unforeseen contingencies, etc. Min 2.00

Total Min 5.00a) Machinery

Tipper 10 t capacity hour 0.08 250.00 20.00 b) OH & Contractor's profit @12.5 % on (a) 2.50 Cost for 5.5 cum = a+b 22.50 Rate per cum = (a+b)/5.5 4.09

1.3

(i)

Unit = 1000 Nos.Taking output = 2000 Nos.a) Labour



c) OH & Contractor's profit @12.5 % on (a+b) 18.70 Cost for 2000 Nos. = a+b+c 168.27 Rate for 1000 bricks = (a+b+c)/2 84.13

(ii)

Unit = 1000 Nos.Taking output = 2000 Nos.a) Labour



c) OH & Contractor's profit @12.5 % on (a+b) 18.70 Cost for 2000 Nos. = a+b+c 168.27 Rate for 1000 bricks = (a+b+c)/2 84.13

1.4

(i)

Unit = tTaking output = 10 ta) Labour


b) Machinery Truck hour 1.00 300.00 300.00

Placing tipper at unloading point excluding timefor haulage and return trip

Loading, Unloading and Stacking of Bricks by Manual Means

Loading of Bricks by manual means including alead upto 30 m

Unloading of Earth, Sand, Lime, Moorum,Aggregate, Stone Boulder, Brick Aggregate,Kankar, Building Rubbish, Manure, Crushed Slag,Flyash, Stone for Masonry Work by mechanicalmeans.

Unloading and Stacking of Bricks by manualmeans including a lead upto 30 m

Loading of Cement by manual means including alead upto 30 m

Loading and Unloading of Cement by Manual Means


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3c) OH & Contractor's profit @12.5 % on(a+b) 75.43 Cost for 10 t = a+b+c 678.85 Rate per tonnes = (a+b+c)/10 67.88

(ii)




c) OH & Contractor's profit @12.5 % on (a+b) 75.43 Cost for 10 t = a+b+c 678.85 Rate per tonne = (a+b+c)/10 67.88

1.5

(i)




c) OH & Contractor's profit @12.5 % on (a+b) 82.96 Cost for 10 t = a+b+c 746.68 Rate per tonnes = (a+b+c)/10 74.67

(ii)




c) OH & Contractor's profit @12.5 % on (a+b) 82.96 Cost for 10 t = a+b+c 746.68 Rate per t = (a+b+c)/10 74.67

1.6

(i)




c) OH & Contractor's profit @12.5 % on (a+b) 87.23 Cost for 10 t = a+b+c 785.10 Rate per tonnes = (a+b+c)/10 78.51

(ii)

Unit = t

Loading of Structural Steel, Steel Bars by manualmeans including a lead upto 30 m

Unloading of Structural Steel, Steel Bars bymanual means including a lead upto 30 m

Loading and Unloading of Bitumen Drums by Manual Means

Loading of Bitumen Drums by manual meansincluding a lead upto 30 m

Unloading of Cement by manual means includinga lead upto 30 m

Loading and Unloading of Structural Steel and Steel Bars by manual means

Unloading of Bitumen Drums by Manual Meansincluding a lead upto 30 m


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Taking output = 10 ta) Labour




Note: The rate is inclusive of the self weight of drum

1.7 100

(i)





(ii)





Note:

1.8(i)




c) OH & Contractor's profit @12.5 % on(a+b) 106.82 Cost for 5.5 cum = a+b+c 961.38 Rate per cum = (a+b+c)/5.5 174.80

(ii)

Loading of Timber by manual means including alead upto 30 m

Unloading of Timber by manual means includinga lead upto 30 m

Density of wood has been assumed as 900 kg percum. If the density is less the output may bereduced proportionately

Loading and Unloading of Timber by Manual Means

Loading and Unloading of C.C. Blocks, Kerb, Loading with care C.C. Blocks, km Stone, 200 mStone, Boundary Pillar, Kerb, Channel, BondStone, etc. by manual means including a leadupto 30 m

Unloading with care C.C. Blocks, km Stone, 200m Stone, Boundary Pillar, Kerb, Channel, BondStone, etc. by manual means including a leadupto 30 m


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Unit = cumTaking output = 5.5 cuma) Labour




1.9(i)

A. 1000 / 1200 mm dia Hume pipeUnit = per pipeTaking output = 9 pipes

a) LabourMate day 0.02 194.50 3.89 Mazdoor (Unskilled) day 0.50 194.50 97.25

b) MachineryTruck hour 0.33 300.00 99.00 Crane hour 0.33 1,080.20 356.47

c) OH & Contractor's profit @12.5 % on (a+b) 69.58 Cost for 9 pipes = a+b+c 626.18 Rate per pipe = (a+b+c)/9 69.58

B. 750 mm dia Hume pipe Unit = per pipeTaking output = 15 pipes




C. 600/450 mm dia Hume pipe Unit = per pipeTaking output = 21 pipe




(ii)

A. 1000/1200 mm dia RCC Hume pipesUnit = per pipeTaking output = 5 pipes



Loading of RCC Hume pipes by mechanicalmeans including a lead upto 30 m

Loading and Unloading of Hume Pipes

Unloading of RCC Hume pipe by manual meansincluding a lead upto 30 m


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3c) Material

Wooden sleepers 250mm x 250mmx125mm hire charges 3 nos sleeper

hour 2.00 85.00 170.00

Crow bars 2 nos not less than 40 mm dia(hire-charges)

hour 2.00 8.00 16.00

d) OH & Contractor's profit @12.5 % on(a+b+c)

123.54

Cost for 5 pipes = (a+b+c+d) 1,111.82 Rate per pipe = (a+b+c+d)/5 222.36




c) MaterialsWooden sleepers 250mm x250mm x125mm hire charges 3 nos. sleeper

hour 2.00 85.00 170.00

Crow bars 2 nos not less than 40 mm dia hour 2.00 8.00 16.00

d) OH & Contractor's profit @12.5 % on(a+b+c)

123.54

Cost for 6 pipes = a+b+c+d 1,111.82 Rate per pipe = (a+b+c+d)/6 185.30

C. 600/450 mm dia Hume pipeUnit = per pipeTaking output = 8 pipes



c) MaterialsWooden sleepers 250mm x 250mm x125mm hire charges 3 nos. sleeper

hour 2.00 85.00 170.00

Crow bars 2 nos not less than 40 mm dia hour 2.00 8.00 16.00 d) OH & Contractor's profit @12.5 % on

(a+b+c)123.54

Cost for 8 pipes = a+b+c+d 1,111.82 Rate per pipe = (a+b+c+d)/8 138.98

(iii)

A. 1000/1200 mm dia Hume pipeUnit = per pipeTaking output = 9 pipes





a) Labour

Unloading of RCC Hume pipes by mechanicalmeans including a lead upto 30 m


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Mate day 0.02 194.50 3.89 Mazdoor (Unskilled) day 0.50 194.50 97.25



C. 600/450 mm dia Hume pipeUnit = per pipeTaking output = 21 pipes




1.10

Unit = t.kmTaking output 10 t load and lead 10 km = 100 t.km

Case-I : Surfaced RoadSpeed with load: 25 km per hourSpeed while returning empty: 35 km per houra) Machinery

Tipper 10 t capacityHaulage with load hour 0.40 250.00 100.00 Empty return trip hour 0.29 250.00 72.50

b) OH & Contractor's profit @12.5 % on (a) 21.56 Cost for 100 t.km = a+b 194.06 Rate per t.km = (a+b)/100 1.94

Note:

Case-II: Unsurfaced Gravel RoadSpeed with load: 20 km/hourSpeed for empty return trip: 30 km/houra) Machinery

Tipper 10 t capacityHaulage with load hour 0.50 250.00 125.00 Empty return trip hour 0.33 250.00 82.50

b) OH & Contractor's profit @12.5 % on (a) 25.94 Cost for 100 t.km = a+b+c 233.44 Rate per t.km = (a+b)/100 2.33

Note:

Speed with load: 10 km per hourSpeed while returning empty: 15 km per houra) Machinery

i) Tipper 10 t capacity

In case of carriage of Hume pipes, output of truck betaken as 8 t and the rate per t is to be divided bynumber of pipes of different diameters as indicated initem 1.9 to get the rate per pipe.

Haulage of materials by tipper excluding cost ofloading, unloading and stacking.

In case of carriage of Hume pipes, output of truck betaken as 8 t and the rate for t is to be divided bynumber of pipes of different diameters as indicated initem 1.9 to get the rate per pipe.

Haulage excluding Loading & Unloading

Case-III: Katcha Track and Track in River Bed/NallahBed and Choe Bed


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Haulage with load hour 1.00 250.00 250.00 Empty return trip hour 0.67 250.00 167.50

b) OH & Contractor's profit @12.5 % on (a) 52.19 Cost for 100 t.km = a+b 469.69 Rate per t.km = (a+b)/100 4.70

Note:

1.11

(i)

Unit = cumTaking output = 1 cuma) Labour


b) MaterialSupply of quarried stone 150-200 mm size cum 1.10 339.73 373.70

c) OH & Contractor's profit @12.5 % on (a+b) 77.05 Rate per cum = a+b+c 693.49

(ii)





(iii)





1.12

In case of carriage of Hume pipes, output of truck betaken as 8 t and the cost for 8 t is to be divided bynumber of pipes of different diameters as indicated initem 1.9 to get the rate per pipe. Supply of Quarried stone and hand breaking

Crushing of stone boulders of 150 mm size in anintegrated stone crushing unit of 200 t/h capacitycomprising of primary and secondary crushing units,belt conveyor and vibrating screens to obtain stoneaggregates 100 per cent passing through 53 mmsieve as per Table 500.6 of Technical Specificationsincluding the cost of stone.

Supply of quarried stone and hand breaking intocoarse aggregate to Grading 1 (90 mm to 45mm) as per Table 400.8 of TechnicalSpecifications.

Supply of quarried stone and hand breaking intocoarse aggregate to Grading 2 (63 mm to 45mm) as per Table 400.8 of TechnicalSpecifications.

Supply of quarried stone and hand breaking intocoarse aggregate to Grading 3 (53 mm to 22.4mm) as per Table 400.8 of Technical

Crushing of Stone Aggregates 100 per cent passing through 53 mm sieve as per Table 500.6 of Technical Specifications.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Unit = cumTaking output = 750 cum at crusher locationa) Labour

Mate day 0.76 194.50 147.82 Mazdoor (Skilled) day 2.00 199.90 399.80 Mazdoor (Unskilled) day 17.00 194.50 3,306.50

b) MaterialStone Boulder of size 150 mm and below cum 800.00 185.00 148,000.00

c) Machineryhour 6.00 14,200.00 85,200.00

Front end loader 1 cum bucket capacity hour 20.00 764.00 15,280.00 Tipper 5.5 cum capacity hour 20.00 250.00 5,000.00

d) OH & Contractor's profit @12.5 % on (a+b+c) 32,166.77 Cost for 750 cum = (a+b+c+d) x 0.85 246,075.75 Rate per cum =[ (a+b+c+d) x 0.85]/ 750 328.10

Note: 1

2

3

1.13

Unit = cumTaking output = 670 cum at crusher locationa) Labour


b) MaterialStone boulder of size 150 mm and below cum 800.00 185.00 148,000.00

c) Machineryhour 6.00 14,200.00 85,200.00


d) OH & Contractor's profit @12.5 % on (a+b+c) 30,899.27 Cost for 670 cum = (a+b+c+d) x 0.90 250,284.05 Rate per cum = [(a+b+c+d) x 0.90]/ 670 336.20

Note: 1

Integrated stone crusher of 200 t/h including belt conveyor and vibrating screens

800 cum of stone boulders are needed to get750 cum of stone aggregates.

85 per cent of above cost will be attributed tothe production of 750 cum of stone aggregatesof 40 mm size and balance 15 per cent will befor smaller size aggregates and stone dust whichcomes out as a by-product.

800 cum of stone boulders are needed to get670 cum of stone chips of required size.

The integrated stone crusher includes primaryand secondary crushing units.

Crushing of Stone Aggregates 100 per cent passing through 22.4 mm sieve as per Table 500.6 of Technical Specifications.

Crushing of stone boulders of 150 mm size in anintegrated stone crushing unit of 200 t/h capacitycomprising of primary and secondary crushing units,belt conveyor and vibrating screens to obtain stoneaggregates 100 per cent passing through 22.4 mmsieve as per Table 500.6 of Technical Specificationsincluding the cost of stone.



Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

32

3

1.14

Unit = cumTaking output = 600 cum at crusher locationa) Labour


b) MaterialStone Boulder of size 150 mm and below cum 800.00 185.00 148,000.00

c) Machineryhour 6.00 14,200.00 85,200.00



Note: 1

2

3

4

1.15

Unit = cumTaking output = 600 cum at crusher location

90 per cent of above cost will be attributed tothe production of 670 cum of stone aggregateand balance 10 per cent will be for smaller sizeaggregates and stone dust which comes out as aby-product.The integrated stone crusher includes primaryand secondary crushing units.

Crushing of Stone Aggregates Nominal Size13.2 mm as per Table 500.9 of TechnicalSpecifications.

The integrated stone crusher includes primaryand secondary crushing units.The analysis for curshing of stone chips of size11.2 mm will be same as for 13.2 mm

Crushing of Stone Aggregates 9.5 mm NominalSize as per Table 500.9 of TechnicalSpecifications.Crushing of stone boulders of 150 mm size in anintegrated stone crushing unit of 200 t/h capacitycomprising of primary and secondary crushing units,belt conveyor and vibrating screens to obtain stoneaggregates of 9.5 mm nominal size as per Table500.9 of Technical Specifications including the cost ofstone.

Crushing of stone boulders of 150 mm size in anintegrated stone crushing unit of 200 t/h capacitycomprising of primary and secondary crushing units,belt conveyor and vibrating screens to obtain stoneaggregates of 13.2 mm nominal size as per Table500.9 of Technical Specifications including the cost ofstone.


800 cum of stone boulders are needed to get600 cum of stone chips of size 13.2 mm and 125cum stone dust.95 per cent of above cost will be attributed tothe production of 600 cum of stone chips of 13.2mm size and balance 5 per cent to theproduction of stone dust which comes out as aby-product.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3a) Labour


b) Material Stone Boulder of size 150 mm and below cum 800.00 185.00 148,000.00 c) Machinery

hour 6.00 14,200.00 85,200.00



Note: 1

2

3

4

1.16 100 Setting OutUnit = 1 kmThe analysis of rate per km shall account for the following:

(i)(ii)

(iii)

(iv)

(v)

1. Excavation for structure earthwork inexcavation for foundations as per drawingand technical specification includingdressing of sides and bottom and backfillingin ordinary soil.As per item No.11.1 of Chapter 11 cum 0.325 182.05 59.17

2. Plain cement concrete M10 (1:3:6) nominal mix in levelling course below open foundation as per drawing and technical specification. As per item No.11.4 of Chapter 11 cum 0.10 3,611.23 361.12

3. Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and technical specification.

Cost of crushing of stone chips of size 6.7 mmwill be 10 per cent extra over that of 9.5 mmsize.

Reference benchmark one no.Working benchmark 4 nos. per km and near alldrainage structure and bridges

Reference Pillars/Burjees @ 50 m interval onboth sides of the formation width


800 cum of stone boulders are needed to get600 cum of stone chips of size 9.5 mm and 125cum stone dust.

95 per cent of above cost will be attributed tothe production of 600 cum of stone chips of 9.5mm size and balance 5 per cent to theproduction of stone dust which comes out as aby-product.The integrated stone crusher includes primaryand secondary crushing units.

The marking of centre line setting out curves andrecording of levels, etc. by the surveyor will beincidental to the work and no extra paymentshall be made for the sameThe rate analysis for a typical benchmark as perDrawing 200.1


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3As per item No.11.5 of Chapter 11 cum 0.475 4,443.11 2,110.48

4. Plastering with cement mortar 1:4, 15 mm thick cement plaster on brick work as per technical specifications.

As per item No.12.3 of Chapter 12 sqm 2.63 1,285.71 3,381.41Note:

Refer to Figure 200.1. of Standard Data Book

(vi)

1. Excavation for structure earthwork inexcavation for foundations as per drawingand technical specification includingdressing of sides and bottom and backfillingin ordinary soil.As per item No.11.1 of Chapter 11 cum 0.192 182.05 34.95

2. Plain cement concrete M10 (1:3:6) nominalmix in levelling course below openfoundation as per drawing and technicalspecification.

As per item No.11.4 of Chapter 11 cum 0.06 3,611.23 216.673. Brick masonry work in cement mortar 1:3 in

foundation complete excluding pointing andplastering as per drawing and technicalspecification.

As per item No.11.5 of Chapter 11 cum 0.193 4,443.11 857.524. Plastering with cement mortar 1:4, 15 mm

thick cement plaster on brick work as pertechnical specifications.As per item No.12.3 of Chapter 12 sqm 1.50 1,285.71 1,928.56

Refer to Figure 200.2 of Standard Data BookNote: The cross-section height and material for the

Reference Benchmark, Working Benchmark andReference Pillars shall be decided depending uponsite conditions and availability of constructionmaterial. The cost thereof shall be worked out basedon rates of relevant items of work to be picked upfrom relevant chapters of this book

The rate analysis for a typical reference pillar asper Drawing 200.2

Add 5 per cent cost of items No.1 to 4 for white washing, lettering and painting, etc.

Add 5 per cent cost of items No.1 to 4 for whitewashing, lettering and painting, etc.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 72.1 201

By Manual MeansUnit = hectareTaking output = 1 hectarea) Labour

Mate day 1.60 194.50 311.20Mazdoor (Unskilled) day 40.00 194.50 7,780.00

b) OH & Contractor's profit @ 12.5% on (a) 1,011.40Rate per hectare = a+b 9,102.60

2.2 201

Unit = hectareTaking output = 1 hectare(I) By Manual Means(A) In area of non-thorny jungle

a) LabourMate day 6.00 194.50 1,167.00Mazdoor (Unskilled) day 150.00 194.50 29,175.00

b) MachineryTractor with trolley hour 1.00 300.00 300.00

c) OH & Contractor's profit @ 12.5%on (a+b) 3,830.25Rate per hectare = a+b+c 34,472.25

(B) In area of thorny junglea) Labour

Mate day 8.00 194.50 1,556.00Mazdoor (Unskilled) day 200.00 194.50 38,900.00


c) OH & Contractor's profit @ 12.5%on (a+b) 5,132.00Rate per hectare = a+b+c 46,188.00

(II) By Mechanical Means(A) In area of non-thorny jungle

a) LabourMate day 0.16 194.50 31.12Mazdoor (Unskilled) day 4.00 194.50 778.00

b) MachineryDozer D 50 with attachment or suitable machinery for removal of trees & stumps

hour 10.00 2,100.00 21,000.00

Tractor with Trolley hour 1.00 300.00 300.00c) OH & Contractor's profit @ 12.5% on (a+b) 2,763.64

Rate per hectare = a+b+c 24,872.76(B) In area of thorny jungle

a) LabourMate day 0.24 194.50 46.68Mazdoor (Unskilled) day 6.00 194.50 1,167.00

Clearing and grubbing road land including uprooting wildvegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300 mm, removal of stumps of such trees cutearlier and disposal of unserviceable materials andstacking of serviceable material to be used or auctioned,upto a lead of 1000 m including removal and disposal oftop organic soil not exceeding 150 mm in thickness asper Technical Specification Clause 201.

Clearing and Grubbing Road Land

Clearing Grass and Removal of Rubbish

Chapter 2SITE CLEARANCE

Description

Clearing grass and removal of rubbish up to a distanceof 30 m outside the periphery of the area as perTechnical Specification Clause 201.

3


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3b) Machinery

Dozer D 50 with attachment for removal of trees & stumps

hour 12.00 2,100.00 25,200.00

Tractor with trolley hour 1.50 300.00 450.00c) OH & Contractor's profit @ 12.5%on (a+b) 3,357.96

Rate per hectare = a+b+c 30,221.64Note:

2.3 201

A. Lead upto 100 mUnit = each(i) Girth above 300 mm to 600 mma) Labour

Mate day 0.024 194.50 4.67Mazdoor (Unskilled) day 0.60 194.50 116.70


c) OH & Contractor's profit @ 12.5%on (a+b) 17.80Rate for each tree = a+b+c 160.16

(ii) Girth above 600 mm to 900 mma) Labour




(iii) Girth above 900 mm to 1800 mma) Labour




(iv) Girth above 1800 mm to 2700 mma) Labour



c) OH & Contractor's profit @ 12.5%on (a+b) 116.89Rate for each tree = a+b+c 1,052.01

(v) Girth above 2700 mm to 4500 mma) Labour



c) OH & Contractor's profit @ 12.5%on (a+b) 239.78

The top soil removed during clearing and grubbing ofsite, if suitable for re-use shall be transported,conserved and stacked as directed by the Engineer andshall be incidental to the work.

Cutting of Trees including Cutting of Trunks,Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branchesand removal of stumps & roots, refilling, compaction ofbackfilling and stacking of serviceable material bymanual means with all lifts as per TechnicalSpecification Clause 201.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Rate for each tree = a+b+c 2,158.02

(vi) Girth above 4500 mma) Labour




B. Lead upto 1000 mUnit = each(i) Girth above 300 mm to 600 mm

























Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

32.4 201

A. Lead upto 100 mUnit = each(i) Girth above 300 mm to 600 mma) Labour



c) OH & Contractor's profit @ 12.5%on (a+b) 10.79Rate for each stump & root = a+b+c 97.10








c) OH & Contractor's profit @ 12.5%(a+b) 36.25Rate for each stump & root = a+b+c 326.24





(v) Girth above 2700 mm to 4500 mm a) Labour



c) OH & Contractor's profit @ 12.5%on (a+b) 144.07Rate for each stump & root = a+b+c 1,296.60

(vi) Girth above 4500 mm a) Labour




B. Lead upto 1000 mUnit = each(i) Girth above 300 mm to 600 mma) Labour

Uprooting and Removing Stumps & Roots

Uprooting and Removing Stumps & roots, compaction ofbackfilling and stacking of servicable material by manualmeans as per Technical Specification Clause 201.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Mate day 0.016 194.50 3.11Mazdoor (Unskilled) day 0.40 194.50 77.80






c) OH & Contractor's profit @ 12.5% on (a+b) 17.98Rate for each stump & root = a+b+c 161.85




c) OH & Contractor's profit @ 12.5%on (a+b) 37.37Rate for each stump & root = a+b+c 336.37(iv) Girth above 1800 mm to 2700 mma) Labour












2.5 202


(I) By Manual Means(A) Lime Concrete

Dismantling of existing structures like culverts, bridges,retaining walls and other structure comprising ofmasonry, cement concrete, wood work, steel work,including T&P and scaffolding wherever necessary,sorting the dismantled material, disposal ofunserviceable material and stacking the serviceablematerial with all lifts and lead of 1000 m as perTechnical Specification Clause 202.

Dismantling of Structures


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3a) Labour



c) OH & Contractor's profit @ 12.5%on (a+b) 35.41Cost for 1.25 cum = a+b+c 318.69Rate per cum = (a+b+c)/1.25 254.95

(B) Cement Concrete a) Labour




(C) Reinforced Cement Concrete a) Labour

Mate day 0.15 194.50 29.18Blacksmith day 0.25 207.80 51.95Mazdoor (Unskilled) day 3.50 194.50 680.75



(II) By Mechanical Means(A) Cement Concrete a) Labour


b) MachineryAir compressor 210 cfm with 2 leads ofpneumatic breaker @1.5 cum per hour

hour 0.83 300.00 249.00

Tractor with trolley hour 0.27 300.00 81.00c) OH & Contractor's profit @ 12.5%on (a+b) 53.89

Cost for 1.25 cum = a+b+c 485.03Rate per cum = (a+b+c)/1.25 388.03

(B) Reinforced Cement Concrete a) Labour

Mate day 0.05 194.50 9.73Mazdoor (Unskilled) day 0.91 194.50 177.00Blacksmith day 0.25 207.80 51.95

b) MachineryAir compressor 170-210 cfm working with 2 Jack Hammers simultaneously @1.00 cum per hour

hour 1.25 300.00 375.00

Tractor with trolley hour 0.27 300.00 81.00c) OH & Contractor's profit @ 12.5%on (a+b) 86.83

Cost for 1.25 cum = a+b+c 781.50Rate per cum = (a+b+c)/1.25 625.20

2.6 202 Dismantling Brick/Tile Work


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3

Unit = cumTaking output = 1.25(A) Lime mortar



c) OH & Contractor's profit @ 12.5%(a+b) 22.77Cost for 1.25 cum = a+b+c 204.91Rate per cum = (a+b+c) /1.25 163.93

(B) Cement mortara) Labour



c) OH & Contractor's profit @ 12.5%(a+b) 29.09Cost for 1.25 cum = a+b+c 261.80Rate per cum = (a+b+c)/1.25 209.44

(C) Mud Mortara) Labour




(D) Dry Brick Pitching or Brick Solinga) Labour




2.7 202

Unit = cumTaking ouput = 1.25 cum(A) Rubble Stone Masonry in Lime Mortar


Dismantling of existing structures like culverts, bridges,retaining walls and other structures comprising of brickmasonry, including disposal of unserviceable materialand stacking the serviceable material with all lift andlead of 1000 m as per Technical Specification Clause202.

Dismantling Stone Masonry as per TechnicalSpecification Clause 202.Dismantling of existing structures like culverts, bridges,retaining walls and other structure comprising of stonemasonry, including disposal of unserviceable materialand stacking the serviceable material with all lift andlead of 1000 m as per Technical Specification Clause202.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3b) Machinery

Tractor with trolley hour 0.27 300.00 81.00c) OH & Contractor's profit @ 12.5%(a+b) 25.30Cost for 1.25 cum = a+b+c 227.66Rate per cum = (a+b+c)/1.25 182.13

(B) Rubble Stone Masonry in Cement Mortara) Labour




(C) Rubble Stone Masonry in Mud Mortara) Labour




(D) Dry Rubble Masonrya) Labour




(E) Dismantling Stone Pitching / Dry Stone Spallsa) Labour




(F)a) Labour




2.8 202


Mate day 0.06 194.50 11.67Carpenter 1st Class day 0.50 207.80 103.90

Dismantling Wood Work Wrought and PlanedFixed in Frames of Trusses upto a height of 5 mabove Plinth Level as per Technical SpecificationClause 202.

Dismantling boulders laid in wire crates


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Mazdoor (Unskilled) day 1.00 194.50 194.50



2.9 202

Unit = tTaking output = 1(A) Including dismembering

a) LabourMate day 0.14 194.50 27.23Blacksmith day 1.00 207.80 207.80Mazdoor (Unskilled) day 2.50 194.50 486.25Add 2.5 per cent of cost of labour for gas cutting, ropes, pulleys, etc.

18.03


c) OH & Contractor's profit @ 12.5%(a+b) 96.54Rate per t = a+b+c 886.85

(B) Excluding dismemberinga) Labour

Mate day 0.10 194.50 19.45Mazdoor (Unskilled) day 2.00 194.50 389.00Blacksmith day 0.50 207.80 103.90Add 2.5 per cent of cost of labour for gas cutting, ropes, pulleys, etc.

12.81


c) OH & Contractor's profit @ 12.5%(a+b) 70.42Rate per t = a+b+c 646.58

(C) Extra over Items (A) and (B) for cutting rivets

Unit = eachTaking output = 10 rivetsa) Labour


b) OH & Contractor's profit @ 12.5%(a) 6.78Cost for 10 rivets = a+b 61.02Rate for each rivet = (a+b) /10 6.10

2.10 202

Unit = Nos.Taking output = 1000 Nos.In Lime/ Cement Mortara) Labour


b) OH & Contractor's profit @ 12.5%(a) 88.50Rate per 1000 Nos. = a+b 796.48

Scraping of bricks dismantled from brick workincluding stacking as per Technical SpecificationClause 202.

Dismantling Steel Work in all Types of Sectionsupto a height of 5 m above Plinth Level excludingCutting of rivet as per Technical SpecificationClause 202.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

32.11 202

Unit = cumTaking output = 1 cumIn Cement or Lime Mortara) Labour


b) OH & Contractor's profit @ 12.5%(a) 35.50Rate per cum = a+b 319.47

2.12 202

Unit = sqmTaking ouput = 100 sqma) Labour



c) OH & Contractor's profit @ 12.5%(a+b) 113.14Cost for 100 sqm = a+b+c 1,018.26Rate per sqm = (a+b+c)/100 10.18

2.13 202

Unit = mTaking output = 1m

(A) Upto 600 mm dia Hume pipea) Labour


b) OH & Contractor's profit @ 12.5%(a) 13.13Rate per m = a+b 118.16

(B) Above 600 mm to 900 mm dia Hume pipe



(C) Above 900 mm dia Hume pipea) Labour



Note: 1

2

2.14 202 Dismantling of Flexible Pavements

The excavation of earth, dismantling of stone masonry work in head walls and protection works is not included which is to be measured and paid separately.

Scraping of Stone from Dismantled StoneMasonry as per Technical Specification Clause202.

Scraping Plaster in Lime or Cement Mortar fromBrick / Stone Masonry as per TechnicalSpecification Clause 202.

Removing all types of Hume pipes and stackingwithin a lead of 1000 m including Earthwork andDismantling of Masonry Works as per TechnicalSpecification Clause 202.

Credit for retrieved stone from masonry work may be taken as per actual availability.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3

Unit = cumTaking output = 1 cum(I) By Manual Means

(A) Bituminous Coursesa) Labour



c) OH & Contractor's profit @ 12.5%(a+b) 52.18Rate per cum = a+b+c 469.60

(B) Granular Coursesa) Labour




(II) By Mechanical Means(A) Bituminous Coursesa) Labour


b) MachineryTractor with trolley hour 0.38 300.00 114.00Tractor with ripper @ 60 cum per hour hour 0.016 300.00 4.80


2.15 202


Mate day 0.03 194.50 5.84Mazdoor (Semi-skilled) day 0.50 196.30 98.15Mazdoor (Unskilled) day 0.50 194.50 97.25

b) MachineryAir compressor 210 cfm with two leads forpneumatic cutters / hammers @ 1 cum perhour

hour 1.00 300.00 300.00

Tractor with trolley hour 0.40 300.00 120.00Joint Cutting Machine with 2-3 blades hour 1.00 150.00 150.00


Dismantling of flexible pavements and disposal ofdismantled materials upto a lead of 100 m, stackingserviceable and unserviceable materials separately asper Technical Specification Clause 202

Dismantling of Cement Concrete Pavements asper Technical Specification Clause 202.

Dismantling of cement concrete pavements bymechanical means using pneumatic tools breaking topieces not exceeding 0.02 cum in volume and stockpiling at designated locations and disposal of dismantledmaterials upto a lead of 1000 m, stacking serviceableand unserviceable materials separately


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Note:

2.16 202

Unit = running mTaking Output = 1 ma) Labour



c) OH & Contractor's profit @ 12.5%(a+b) 5.67Rate per m = a+b+c 51.01

2.17 202

Unit = running mTaking output = 10 ma) Labour



c) OH & Contractor's profit @ 12.5%(a+b) 11.29Cost of 10 m = a+b+c 101.63Rate per m = (a+b+c)/10 10.16

2.18 202





2.19 202

Unit = eachTaking output = 1 km stone(A) 5th km Stone

Dismantling Kilometre Stones

Dismantling Kerb Stone Channels Dismantling kerb stone channels by manual means anddisposal of dismantled material with all lifts and upto alead of 1000 m as per Technical Specification Clause202.

Dismantling of kilometre stones including cutting ofearth, foundation and disposal of dismantled materialwith all lifts and lead upto 1000 m and backfilling of pitas per Technical Specification Clause 202.

Dismantling kerb stones by manual means and disposalof dismantled material with all lifts and upto a lead of1000 m as per Technical Specification Clause 202.

Dismantling Kerb Stones

Dismantling Guard Rails

The above analysis is for removal of completepavement. In case full depth repair work is required tobe done after dismantling, provision of a concrete sawcutter may be added for 0.25h.

Dismantling guard rails by manual means and disposalof dismantled material with all lifts and upto a lead of1000 m, stacking serviceable materials andunserviceable materials separately as per TechnicalSpecification Clause 202.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Quantity of cement concrete = 0.392 cuma) Labour



c) OH & Contractor's profit @ 12.5%(a+b) 24.59Rate for one 5th km stone = a+b+c 221.30

(B) Ordinary km StonesQuantity of cement concrete = 0.269 cuma) Labour



c) OH & Contractor's profit @ 12.5%(a+b) 15.46Rate for one ordinary km stone = a+b+c 139.10

(C) 200 m StonesQuantity of cement concrete = 0.048 cuma) Labour



c) OH & Contractor's profit @ 12.5%(a+b) 3.28Rate for one 200 m stone = a+b+c 29.51

Note:

2.20 202


Mate day 0.15 194.50 29.18Mazdoor (Unskilled) day 3.00 194.50 583.50Blacksmith day 0.75 207.80 155.85



2.21 202



Dismantling of CI Water Pipe Line

Dismantling of FencingDismantling of barbed wire fencing / wire mesh fencingincluding posts, foundation concrete, backfilling of pit bymanual means including disposal of dismantled materialwith all lifts and upto a lead of 1000 m, stackingserviceable material and unserviceable materialseparately as per Technical Specification Clause 202.

Rate for boundary pillar will be same as that of 200 mstone

Dismantling of CI water pipe line 600 mm dia includingdisposal with all lifts and lead upto 1000 m and stackingof serviceable material and unserviceable materialseparately under supervision of concerned departmentas per Technical Specification Clause 202.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Plumber day 0.25 207.80 51.95

b) MachineryTruck 10 t capacity hour 0.25 300.00 75.00Crane upto 8 t capacity hour 0.50 1,080.20 540.10

c) OH & Contractor's profit @ 12.5%(a+b) 134.19Cost for 10 m = a+b+c 1,207.75Rate per m = (a+b+c)/10 120.77

Note:

2.22 202



b) MachineryCrane upto 8 t capacity hour 0.30 1,080.20 324.06Truck flat body 10 t hour 1.00 300.00 300.00

c) OH & Contractor's profit @ 12.5%(a+b) 141.22Cost for 10 m = a+b+c 1,270.98Rate per m = (a+b+c)/10 127.10

Note:

2.23 202

Unit = eachTaking output = 30 Nos.a) Labour

Mate day 0.48 194.50 93.36Mazdoor (Unskilled) day 10.00 194.50 1,945.00Electrician/Lineman day 2.00 196.30 392.60


c) OH & Contractor's profit @ 12.5%(a+b) 360.12Cost for 30 poles = a+b 3,241.08Rate per pole = (a+b)/30 108.04

Removal of telephone/electric poles with wires includingexcavation and dismantling of foundation concrete andlines under the supervision of concerned department,disposal with all lifts and upto a lead of 1000 m andstacking the serviceable and unserviceable materialseparately as per Technical Specification Clause 202.

The rate analysis does not include any excavation inearth or dismantling of masonry works which are to bemeasured and paid separately.

Removal of cement concrete pipe of sewer gutter 1500mm dia under the supervision of concerned departmentincluding disposal with all lifts and upto a lead of 1000m and stacking of serviceable and unserviceablematerial separately but excluding earth excavation anddismantling of masonry works as per TechnicalSpecification Clause 202.

The rate analysis does not include any excavation inearth or dismantling of masonry works which are to bemeasured and paid separately.Removal of Telephone/Electric Poles and Lines

Removal of Cement Concrete Pipe of SewerGutter


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 73.1

301.4

Unit = sqm Taking output = 100 sqma) Labour



c) OH & Contractor's profit @ 12.5%on (a+b) 157.39Cost for 100 sqm = a+b+c 1,416.51Rate per sqm = (a+b+c)/100 14.17

Note:

3.2

301.4

Unit = sqm Taking output = 100 sqma) Labour


b) MachineryTractor with ripper attachment @ 60 cum per hour hour 0.25 300.00 75.00

hour 0.30 764.00 229.20

Tipper 5.5 cum capacity, 4 trips per hour hour 0.61 250.00 153.00c) OH & Contractor's profit @ 12.5%on (a+b) 63.47Cost for 100 sqm = a+b+c 571.24Rate per sqm = (a+b+c)/100 5.71

3.3 301.5


Scarifying existing granular surface to a depth of 50 mm anddisposal of scarified material with a lift upto 3 m and leadsupto 1000 m as per Technical Specification Clause 301.4.

In case material is to be reused at site, transportation costcatered above (Sub-item b) for disposal shall be deleted.

Preparation of Foundation for Embankment

Scarifying Existing Bituminous Surface to a Depth of150 mm by Mechanical Means

Chapter 3EARTHWORK, EROSION CONTROL AND DRAINAGE

Description

Scarifying Existing Granular Surface to a Depth of 50mm by Manual Means

Preparation of Foundation for Embankment3

Scarifying the existing bituminous road surface to a depth of150 mm and disposal of scarified material with a lift upto 3m and lead upto 1000 m as per Technical SpecificationClause 301.4.

Construction of Embankment with Material Obtainedfrom Roadway Cutting

Construction of embankment with approved materialsdeposited at site from roadway cutting and excavation fromdrain and foundation of other structures graded andcompacted to meet requirement of Tables 300.1 and 300.2as per Technical Specification Clause 301.5

Front end loader 1 cum bucket capacity @ 50 cum perhour


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description


b) MachineryDozer D-50 for spreading @ 200 cum per hour hour 0.50 2,100.00 1,050.00Motor grader for grading @ 200 cum per hour hour 0.50 2,100.00 1,050.00Water tanker 6 kl capacity hour 2.00 300.00 600.00Three wheel 80-100 kN Static Roller hour 1.25 400.00 500.00

c) MaterialWater kl 12.00 16.00 192.00

d) OH & Contractor's profit @ 12.5%on (a+b+c) 436.64Rate for 100 cum = a+b+c+d 3,929.78Rate per cum = (a+b+c+d)/100 39.30

Note:

3.4 301.5



b) Machineryhour 1.67 1,400.00 2,338.00

Tipper 5.5 cum with 10 t capacity hour 4.05 250.00 1,012.50cum 100.00 25.68 2,568.48cum 100.00 13.65 1,365.18

Dozer D-50 for spreading @ 200 cum per hour hour 0.50 2,100.00 1,050.00Motor grader for grading @ 200 cum per hour hour 0.50 2,100.00 1,050.00Water tanker 6 kl capacity hour 2.00 300.00 600.00

hour 1.25 400.00 500.00


cum 100.00 17.50 1,750.00

d) OH & Contractor's profit @ 12.5%on (a+b+c) 1,578.55Cost for 100 cum = a+b+c+d 14,206.99Rate per cum = (a+b+c+d)/100 142.07

Construction of Embankment with Material Obtainedfrom Borrow PitsConstruction of embankment with approved materialobtained from borrow pits with a lift upto 1.5 m,transporting to site, spreading, grading to required slopeand compacting to meet requirement of Tables 300.1 and300.2 with a lead upto 1000 m as per TechnicalSpecification Clause 301.5

Hydraulic Excavator 0.9 cum bucket capacity @ 60 cumper hour

Loading of earth as per item 1.1 (ii)

In case the earth cutting is done by dozer and pushed forfilling in the embankment, the input of dozer in the cost ofembankment shall be deleted as the same is alreadyprovided in the cost of excavation. However, if the earth isdumped by tippers from roadway cutting, the input of dozerfor spreading is required to be provided.

Unloading of earth as per item 1.1 (iv)

Three wheel 80-100 kN Static Roller @ 80 cum per hour

Compensation for earth taken from private land


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Note:

3.5 302 (i)



b) OH & Contractor's profit @ 12.5% on (a) 1,137.83Cost of 120 cum = a+b 10,240.43Rate per cum = (a+b)/120 85.34

(ii)



b) MachineryDozer D-50 @ 50 cum per hour (cutting with pushing)

hour 3.60 2,100.00 7,560.00

c) OH & Contractor's profit @ 12.5% on (a+b) 995.57Cost for 180 cum = a+b+c 8,960.13Rate per cum = (a+b+c)/180 49.78

(iii)


Mate day 0.08 194.50 15.56

Compensation for earth will vary from place to place andwill have to be assessed realistically as per particularground situation. In case earth is available from Govt. land,compensation for earth will not be required. The position isrequired to be clearly stated in the cost estimate.

Excavation in Cutting in Soil by manual meanswith lead upto 50 m

Excavation for roadway in soil using manual means forcarrying of cut earth to embankment site with a liftupto 1.5 m and lead upto 50 m as per TechnicalSpecification Clause 302.3

Excavation for roadway in soil by mechanical meansincluding cutting and pushing the earth to site ofembankment upto a distance of 100 m, includingtrimming bottom and side slopes in accordance withrequirements of lines, grades and cross-sections.

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavatorof 0.9 cum bucket capacity including cutting andloading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades andcross-sections, and transporting to the embankmentlocation with a lift upto 1.5 m and lead upto 1000 m asper Technical Specification Clause 302.3

Excavation in Soil with Dozer with lead upto100 m


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Mazdoor (Unskilled) day 2.00 194.50 389.00

b) MachineryHydraulic excavator 0.9 cum bucket capacity @ 100 cum per hour

hour 3.60 1,400.00 5,040.00

Tipper 5.5 cum capacity, 4 trips per hour hour 13.50 250.00 3,375.00c) OH & Contractor's profit @ 12.5% on (a+b) 1,102.45Cost for 360 cum = a+b+c 9,922.01Rate per cum = (a+b+c)/360 27.56

3.6 302.3.6



b) Machineryhour 6.00 1,400.00 8,400.00

Tipper 5.5 cum capacity, 4 trips per hour. hour 11.25 250.00 2,812.50c) OH & Contractor's profit @ 12.5% on (a+b) 1,452.13Cost for 300 cum = a+b+c 13,069.19Rate per cum = (a+b+c)/300 36.30

3.7 302.3.11


Mate day 0.08 194.50 15.56Mazdoor day 2.00 194.50 389.00

b) Machineryhour 3.60 1,400.00 5,040.00

Tipper 5.5 cum capacity, 4 trips per hour hour 13.50 250.00 3,375.00c) OH & Contractor's profit @ 12.5% on (a+b) 1,102.45Cost for 360 cum = a+b+c 9,922.01Rate per cum = (a+b+c)/360 27.56

Note:

3.8 302.3.5 (i)

Excavation for roadway in marshy soil with hydraulicexcavator 0.9 cum bucket capacity including cutting andloading in tippers and disposal with a lift upto 1.5 m andlead upto 1000 m, trimming of bottom and side slopes inaccordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.6.

Hydraulic excavator 0.90 cum bucket capacity @ 50cum per hour

Excavation in Marshy Soil

Removal of Unsuitable Soil with Disposal upto 1000m

Excavator 0.90 cum bucket capacity @ 100 cum perhour

Removal of unsuitable soil including excavation, loading anddisposal upto 1000 m lead but excluding compactionground supporting embankment subgrade replacement bysuitable soil, which shall be paid separately as per Clause303.5.2 as per Technical Specification Clause 302.3.11

This item does not include replacement of unsuitable soil bysuitable soil. Replacement, where required, is to beprovided and paid separately under Clause 303.5.2.

Excavation in ordinary Rock by manual means


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3



b) OH & Contractor's profit @ 12.5% on (a) 1,769.95Cost for 120 cum = a+b 15,929.55Rate per cum = (a+b)/120 132.75

(ii)



b) MachineryDozer D-50 @ 50% of 100 cum per hour hour 2.16 2,100.00 4,536.00


(iii)



b) MachineryHydraulic Excavator 0.90 cum bucket capacity @ 40 cum per hour

hour 6.00 1,400.00 8,400.00

Tipper 5.5 cum capacity, 4 trips per hour. hour 9.90 250.00 2,475.00c) OH & Contractor's profit @ 12.5% on (a+b) 1,409.95Cost for 240 cum = a+b+c 12,689.51Rate per cum = (a+b+c)/240 52.87

Excavation in Ordinary Rock using HydraulicExcavator and Tippers with disposal upto 1000mExcavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5

Excavation in ordinary rock using manual meansincluding loading in a truck and carrying of excavatedmaterial to embankment site with a lift upto 1.5 m andlead upto 50 m as per Technical Specification Clause302.3.5.

Excavation in Ordinary Rock with Dozer withlead upto 100 mExcavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

33.9 302.3.5 (i)

Unit = cumTaking 0utput = 180 cuma) Labour

Mate day 0.22 194.50 42.79Mazdoor (Unskilled) day 3.00 194.50 583.50Driller day 2.00 194.50 389.00Blaster day 0.25 194.50 48.63

b) MachineryDozer D-50 @ 30 cum per hour hour 6.00 2,100.00 12,600.00Air compressor, 210 cfm with 2 jack hammers hour 6.00 300.00 1,800.00

Front end loader 1 cum bucket capacity @ 30 cum per hour

hour 6.00 764.00 4,584.00

Tipper 5.5 cum capacity, 2 trips per hour hour 14.40 250.00 3,600.00c) Materials

Gelatine 80 per cent kg 70.00 144.00 10,080.00Electric Detonators @ 1 detonator for 2 gelatine sticks of 285 gm each

each 252.00 35.00 8,820.00

Credit for excavated rock found suitable for use @ 50 per cent quantity blasted

cum 90.00 -185.00 -16,650.00

d) OH & Contractor's profit @ 12.5% on (a+b+c) 3,237.24Cost for 180 cum = a+b+c+d 29,135.15Rate per cum = (a+b+c+d)/180 161.86

Note: 1

2

3

(ii)

(A) Manual MeansUnit = cumTaking output = 16 cum

Excavation for roadway in hard rock (requiring blasting)by drilling, blasting and breaking, trimming of bottomand side slopes in accordance with requirements oflines, grades and cross-sections, loading and disposal ofcut rock with a lift upto 1.5 m and leads upto 1000 mas per Technical Specification Clause 302.3.5

Excavation in Hard Rock (requiring blasting)with disposal upto 1000 m

Credit for useful material received as per siteconditions shall be taken into account. This has beenassumed to be 50 per cent for the purpose of analysis.

Excavation for roadway in hard rock (blastingprohibited) with rock breakers including breaking rock,loading in tippers and disposal with a lift upto 1.5 mand lead upto 1000 metres, trimming bottom and sideslopes in accordance with requirements of lines, gradesand cross- sections as per Technical SpecificationClause 302.3.5

Excavation in Hard Rock (blasting prohibited)

In case some rock is issued to the contractor at site,the item of carriage shall be reduced/restricted to thatextent.

The quality and availability of rock shall be checkedbefore affording credit.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3a) Labour

Mate day 1.64 194.50 318.98Mazdoor (Unskilled) day 16.00 194.50 3,112.00Chiseller day 24.00 194.50 4,668.00Blacksmith day 1.00 207.80 207.80

b) MachineryTipper 5.5 cum capacity, 1 trip per hour hour 2.61 250.00 652.50

Credit for excavated rock found suitable for use @ 50 per cent of excavated quantity

cum 8.00 -185.00 -1,480.00


Note: 1

2

3

(B) Mechanical MeansUnit = cumTaking output = 36 cum


b) MachineryHydraulic excavator 0.9 cum with rock breaker attachment @ 6 cum per hour

hour 6.00 1,400.00 8,400.00

Tipper 5.5 cum capacity tipper, 1 trip per hour hour 5.85 250.00 1,462.50Credit for excavated rock found suitable for use @ 50 per cent of excavated quantity

cum 18.00 -185.00 -3,330.00

c) OH & Contractor's profit @ 12.5% on (a+b) 1,069.41Cost for 36 cum = a+b+c 9,624.71Rate per cum = (a+b+c)/36 267.35

Note: 1

2

3

(iii)

Being small quantity, manual loading will be economicalin this case and has been provided accordingly.

Excavation in Hard Rock (controlled blasting)with disposal upto 1000 m

Loading for disposal will be done manually, being smallquantity.

In case some rock is issued to contractor at site, theitem of carriage shall be omitted to the extent ofquantity issued to the Contractor.

The quality and availability of rock shall be checkedbefore affording credit.

In case some rock is issued to the contractor at site,the item of carriage shall be restricted/reduced to thatextent.

Credit is considered for 50 per cent of quantity of work.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3


Mate day 0.22 194.50 42.79Mazdoor (Unskilled) day 3.00 194.50 583.50Driller day 2.00 194.50 389.00Blaster day 0.50 194.50 97.25

b) MachineryDozer D-50 @ 30 cum per hour hour 6.00 2,100.00 12,600.00Air compressor, 210 cfm with 2 jack hammers hour 6.00 300.00 1,800.00

Front end loader 1 cum bucket capacity hour 6.00 764.00 4,584.00Tipper 5.5 cum capacity, 4 trips per hour hour 7.38 250.00 1,845.00

c) MaterialsGelatine 80 per cent kg 70.00 144.00 10,080.00Electric detonators @ 1 detonator for 2 gelatinestick of 285 gm each

each 1,008.00 35.00 35,280.00

Credit for excavated rock found suitable foruse @ 50 per cent quantity blasted

cum 90.00 -185.00 -16,650.00

d) OH & Contractor's profit @ 12.5% on (a+b) 6,331.44Cost for 180 cum =a+b+c+d 56,982.98Rate per cum = (a+b+c+d)/180 316.57

Note: 1

2

3.10 302.3.2



b) MachineryDozer D-50 @ 100 cum per hour hour 0.10 2,100.00 210.00

c) OH & Contractor's profit @ 12.5%on (a+b) 1,221.40Cost for 10 cum = (a+b+c) 2,442.80Rate per cum = (a+b+c)/10 244.28

Credit is considered for 50 per cent of quantity ofblasted rock, if found suitable for construction.

Excavation for roadway in hard rock with controlledblasting by drilling, blasting and breaking, trimming ofbottom and side slopes in accordance withrequirements of lines, grades and cross-sections,loading and disposal of cut rock with a lift upto 1.5 mand leads upto 1000 m as per Technical SpecificationClause 302.3.5

In case some rock is issued to the Contractor at site,the item of carriage shall be reduced to that extent.

Stripping, Storing and Relaying Top Soil from Right-of-Way (R.O.W)

Stripping, storing and preservation of top soil by keeping itdamp in stock piles and keep wet till it is used by road sideat 15 m internal and re-application on embankment slopes,cut slopes and other areas in localities where the availableembankment material is not conducive to plant growth asper Technical Specification Clause 302.3.2


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

33.11 302.3.2



b) MachineryDozer D-50 with 100 cum per hour output (Initially hour 6.00 2,100.00 12,600.00

c) OH & Contractor's profit @ 12.5%on (a+b) 4,103.50Cost for 300 cum = a+b+c 36,931.50Rate per sqm = (a+b+c)/300 123.11

3.12 309

Unit = sqmTalking output = 100 sqma) Labour


b) MachineryWater tanker including watering for 3 months hour 6.00 300.00 1,800.00Tractor with Trolley hour 1.00 300.00 300.00

c) MaterialFarmyard manure @ 0.18 cum per 100 sqm at site o cum 0.18 295.00 53.10

Water kl 36.00 16.00 576.00d) OH & Contractor's profit @ 12.5%on (a+b+c) 416.99Cost for 100 sqm = a+b+c+d 3,752.93Rate per sqm = (a+b+c+d)/100 37.53

3.13 310

Unit = sqmTaking output = 240 sqm


b) Machinery

Furnishing and laying of the live sods of perennial turfforming grass on embankment slope, verges or otherlocations shown on the drawing or as directed by theEngineer including preparation of ground, fetching of sodsand watering as per Technical Specification Clause 309.

Preparation of seed bed on previously laid top soil,furnishing and placing of seeds, fertilizer, mulching material,applying bituminous emulsion @ 0.23 litre per sqm andlaying and fixing jute netting, including watering for 3months all as per Technical Specification Clause 310.

Seeding and Mulching

Stripping, Storing and Relaying Top Soil from BorrowAreas in Agricultural FieldsStripping of top soil from borrow areas located in agriculturefields, storing at a suitable place, spreading and relayingafter taking the borrow earth to maintain fertility of theagricultural field, finishing it to the required levels to thesatisfaction of the farmer/land owner as per TechnicalSpecification Clause 302.3.2.

Turfing with Sods


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Water tanker 6 kl capacity including watering for 3months

hour 14.00 300.00 4,200.00

Tractor with Trolley hour 2.40 300.00 720.00c) Material

Seeds kg 3.60 8.25 29.70Sludge/Farmyard manure @ 0.18 cum per 100 sqm cum 0.43 295.00 126.85

Bitumen Emulsion t 0.052 34,096.81 1,773.03Jute netting, open weave, 25 mm square opening sqm 264.00 30.00 7,920.00

Water for 3 months kl 84.00 16.00 1,344.00d) OH & Contractor's profit @ 12.5%on (a+b+c) 2,267.05Cost for 240 sqm = a+b+c+d 20,403.43Rate per sqm = (a+b+c+d)/240 85.01

3.14 303.1



b) MachineryHydraulic excavator 0.9 cum bucket capacity @100 cum per hour

hour 1.00 1,400.00 1,400.00

Tipper 5.5 cum capacity, 4 trips per hour hour 4.05 250.00 1,012.50Add rate for loading as per item 1.1 (ii) cum 100.00 25.68 2,568.48Add rate for unloading as per item 1.1 (iv) cum 100.00 13.65 1,365.18Dozer D-50 for spreading @ 200 cum per hour hour 0.50 2,100.00 1,050.00Motor grader for grading @ 200 cum per hour hour 0.50 2,100.00 1,050.00Water tanker with 6 kl capacity hour 2.00 300.00 600.00Three wheel 80-100 kN Static Roller @ 70 cum perhour

hour 1.43 400.00 572.00

c) MaterialWater kl 12.00 16.00 192.00Compensation for earth taken from private land cum 100.00 17.50 1,750.00


3.15 301.4(i)Compacting Original Ground

Compacting original ground supportingembankment

Construction of Subgrade and Earthen Shoulders

Construction of subgrade and earthen shoulders withapproved material obtained from borrow pits with all liftsand leads, transporting to site, spreading, grading torequired slope and compacted to meet requirement of Table300.2 with lead upto 1000 m as per Technical SpecificationClause 303.1.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3



b) MachineryTractor with ripper attachment hour 6.00 300.00 1,800.00Three wheel 80-100 kN Static Roller hour 7.50 400.00 3,000.00Water tanker 6 kl capacity hour 4.00 300.00 1,200.00


d) OH & Contractor's profit @ 12.5%on (a+b+c) 848.57Cost for 600 cum = a+b+c+d 7,637.13Rate per sqm = (a+b+c+d)/600 12.73

303 (ii)



b) MachineryTractor with ripper attachment hour 10.00 300.00 3,000.00Motor grader for grading hour 6.00 2,100.00 12,600.00Water tanker 6 kl capacity hour 4.00 300.00 1,200.00Three wheel 80-100 kN Static Roller @ 70 cum perhour

hour 8.60 400.00 3,440.00



3.16 301.5.5.1

Unit = sqm

Repairs of damages caused by rain/spillage of water

Preparation and surface treatment of formation by removingmud and slurry, watering to the extent needed to maintainthe desired moisture content, trimming to the required line,grade, profile and rolling with three wheel 80-100 kN staticroller, complete as per Technical Specification Clause301.5.5.1

Compacting original ground supporting subgrade

Loosening, Levelling and Compacting original groundsupporting embankment to facilitate placement of firstlayer of embankment, scarified to a depth of 150 mm,mixed with water at OMC and then compacted byrolling so as to achieve minimum dry density as given inTables 300.1 and 300.2 for embankment constructionas per Technical Specification Clause 301.4.1.

Loosening of the ground upto a level of 300 mm belowthe subgrade level, watered, graded and compacted inlayers to meet requirement of Tables 300.1 and 300.2for subgrade construction as per Technical SpecificationClause 303.5.2.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Taking output = 3500 sqma) Labour

Mate day 0.28 194.50 54.46Mazdoor (Unskilled) day 6.00 194.50 1,167.00Mazdoor skilled day 1.00 199.90 199.90

b) MachineryThree wheel static roller 80-100 kN hour 3.00 400.00 1,200.00Water tanker 6 kl, one trip per hour hour 2.00 300.00 600.00


d) OH & Contractor's profit @ 12.5%on (a+b+c) 426.67Cost for 3500 sqm = a+b+c+d 3,840.03Rate per sqm = (a+b+c+d)/3500 1.10

3.17 304.3

Unit = sqm


b) MachineryAir compressor 210 cfm with 2 leads @ 20 cum perhour

hour 6.00 300.00 1,800.00

Dozer D-50 hour 6.00 2,100.00 12,600.00Front end loader 1 cum bucket capacity hour 6.00 764.00 4,584.00Tipper 5.5 cum capacity 2 trip per hour hour 9.90 250.00 2,475.00

c) MaterialGelatine 80 per cent kg 42.00 144.00 6,048.00Electric detonators @ 1 detonator for 2 gelatinesticks of 285 gm each

each 672.00 35.00 23,520.00

d) OH & Contractor's profit @ 12.5%on (a+b+c) 54,061.20Cost for 400 sqm = a+b+c+d 108,122.40Rate per sqm = (a+b+c+d)/400 270.31

Note:

3.18 306

Taking output = 400 sqm (120 cum considering 300mm average depth of excavation over the existing rockface)

In case blasted rock is issued to the Contractor againstpayment for construction work, the cost of carriage shallbe reduced to that extent.

Presplitting Rock Excavation Slopes

Construction of Embankment with Flyash/Pond ashavailable from Coal or Lignite Burning Thermal Plants as Waste Material

Carrying out excavation in hard rock to achive a specifiedslope of the rock face by controlled use of explosives andblasting accessories in properly aligned and spaced drillholes, collection of the excavated rock by a D-50 dozer,loading in tipper by a front end loader and disposing of thematerial with a lift upto 1.5 m and lead upto 1000 m as perTechnical Specification Clause 304.3


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3



b) MachineryHydraulic excavator 0.9 cum bucket capacity @ 60cum per hour

hour 6.00 1,400.00 8,400.00

Tipper 5.5 cum capacity, flyash 360 x 1.2 = 432 t hour 16.00 250.00 4,000.00

Loading as per item 1.1 (ii) cum 360.00 25.68 9,246.52Unloading as per item 1.1 (iv) cum 360.00 13.65 4,914.65Dozer D-50 for spreading @ 200 cum per hour hour 1.80 2,100.00 3,780.00Motor grader for grading @ 200 cum per hour hour 1.80 2,100.00 3,780.00Water tanker 6 kl capacity hour 9.00 300.00 2,700.00Three wheel 80-100 kN Static Roller hour 4.50 400.00 1,800.00



Note: 1

2

3.19 307 (i) Surface Drains in Soil

Unit = mTaking output = 10 m(A) Manual Meansa) Labour


b) OH & Contractor's profit @ 12.5%on (a) 50.57Cost for 10 m = a+b 455.13Rate per m = (a+b)/10 45.51

As flyash is available free of cost as waste materialfrom Thermal Plants, cost of material has not beenadded.The earthcover on sides and intermediate layers ofearth sandwiching the flyash have not been included inthis analysis. The same are required to be provided asper approved design and priced seperately asembankment construction.

Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines,grades, levels and dimensions. Excavated material tobe used in embankment with a lift upto 3m and lead of50 m (average lead 25 m) as per TechnicalSpecification Clause 307.

Construction of embankment with flyash conforming toTable 1 of IRC:SP:58 obtained from coal or lignite burningthermal power stations as waste material, spread andcompacted in layer of 200 mm thickness each at OMC, all asspecified in IRC:SP:58 and as per approved plans with leadupto 1000 m as per Technical Specification Clause 306.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Note:

(B) Mechanical Meansa) Labour


b) MachineryHydraulic excavator 0.9 cum bucket capacity @ 100 cum per hour

hour 0.04 1,400.00 56.00

c) OH & Contractor's profit @ 12.5%on (a+b) 13.32Cost for 10 m = a+b+c 119.89Rate per m = (a+b+c)/10 11.99

(ii)

Unit = mTaking output = 10 m(A) Manual Meansa) Labour


b) OH & Contractor's profit @ 12.5%on (a) 75.86Cost for 10 m = a+b 682.70Rate per m = (a+b)/10 68.27

(B) Mechanical Meansa) Labour


b) MachineryHydraulic excavator 0.9 cum bucket capacity @ 40 m per hour

hour 0.10 1,400.00 140.00

c) OH & Contractor's profit @ 12.5%on (a+b) 30.14Cost for 10 m = a+b 271.28Rate per m = (a+b)/10 27.13

(iii) Surface Drains in Hard Rock

3.20 307A.

Unit = 1 m

Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specifiedlines, grades, levels and dimensions as per approveddesign and Technical Specification Clause 307.Excavated material to be used in embankment at site.

Rate per m may be worked out based on quantity ofhard rock as per design.

For rate of hard rock cutting, refer relevant item in thisChapter

Surface Drains in Ordinary Rock

Where lining of drain is provided, quantity shall be workedout based on approved design and drawing and priced onrate of cement concrete of approved grade or stone/brickmasonary as the case may be.

Providing chute drains across embankmentslopes in approches of bridges and on horizontalcurves as per drawings.

Chute Drains


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3(a) Earthwork in excavation for foundations of

structures as per drawings and technicalspecifications Clause 307 including setting outconstruction of shoring and bracing deleteriousmatter, dressings of sides and bottom andbackfilling with approved material (By manualmeans).Rate as per item No.11.1 of Chapter 11. cum 182.05 0.00

(b) Providing and laying plain cement concrete M15grade.Rate as per item No.12.5 of Chapter 12. cum 3,948.16 0.00

(c) Brick Masonry in cement mortar 1:5.Rate as per item No. 12.1(III) of Chapter 12. cum 4,230.36 0.00

(d) Plastering with cement mortar 1:4.Rate as per item No. 12.3 of Chapter 12. sqm 128.57 0.00

(e) Providing P.C.C. M.20 coping on the top of chutewalls.As per item No. 12.13 of Chapter 12. m 268.47 0.00

Rate per m = a+b+c+d+e 0.00B.

Unit = 1 m(a) Earthwork in excavation for foundations of

structures as per drawings and technicalspecifications Clause 307 including setting outconstruction of shoring and bracing deleteriousmatter, dressings of sides and bottom andbackfilling with approved material (By manualmeans).Rate as per item No.11.1 of Chapter 11. cum 182.05 0.00

(b) Providing and laying plain cement concrete M15grade.Rate as per item No.12.5 of Chapter 12. cum 3,948.16 0.00

(c) Coursed rubble stone masonry (2nd Sort) in Rate as per item No. 12.4 II (ii) of Chapter 12. cum 2,817.54 0.00

(d) Plastering with cement mortar 1:4.Rate as per item No. 12.3 of Chapter 12. sqm 1,285.71 0.00

(e) Providing P.C.C. M.20 coping on the top of chutewalls.As per item No. 12.13 of Chapter 12. m 268.47 0.00

Rate per m = a+b+c+d+e 0.00Note: Quantities are to be taken as per the designs and drawings.

Providing chute drains across embankmentslopes in approches of bridges and on horizontalcurves as per drawings.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 74.1 401

(A) By Mix in Place Method

(i) For Grading I MaterialUnit = cumTaking output = 300 cum

a) LabourMate day 0.48 194.50 93.36Mazdoor (Skilled) day 2.00 199.90 399.80Mazdoor (Unskilled) day 10.00 194.50 1,945.00

b) MachineryMotor Grader 110 HP @ 50 cum per hour hour 6.00 2,100.00 12,600.00Three wheel 80-100 kN static roller @ 10 cum per hour

hour 30.00 400.00 12,000.00

Tractor with Rotavator 25 cum per hour hour 12.00 300.00 3,600.00Water tanker 6 kl capacity hour 5.00 300.00 1,500.00

c) MaterialWell graded granular sub-base material as per Table 400.153 mm to 9.5 mm @ 50 per cent cum 192.00 377.50 72,480.009.5 mm to 2.36 mm @ 20 per cent cum 77.00 365.00 28,105.002.36 mm below @ 30 per cent cum 115.00 150.00 17,250.00Water kl 30.00 16.00 480.00


(ii) For Grading II MaterialUnit = cumTaking output = 300 cum



hour 30.00 400.00 12,000.00


c) MaterialWell graded granular sub-base material as per Table 400.126.5 mm to 9.5 mm @ 35 per cent cum 134.00 395.00 52,930.009.5 mm to 2.36 mm @ 25 per cent cum 96.00 365.00 35,040.002.36 mm below @ 40 per cent cum 153.00 150.00 22,950.00Water kl 30.00 16.00 480.00

d) OH & Contractor's profit @ 12.5% on (a+b+c) 17,942.27Cost for 300 cum = a+b+c+d 161,480.43

Chapter 4GRANULAR SUB-BASES, BASES (NON-BITUMINOUS) AND SHOULDERS

Description

Construction of granular sub-base by providing wellgraded material, spreading in uniform layers withmotor grader on prepared surface, mixing by mix inplace method with rotavator at OMC, andcompacting with smooth wheel roller to achieve thedesired density, complete as per TechnicalSpecification Clause 401.

Granular Sub-base with Well Graded Material(Table 400.1)

3


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Rate per cum = (a+b+c+d)/300 538.27

(iii) For Grading III MaterialUnit = cumTaking output = 300 cum



hour 30.00 400.00 12,000.00


c) MaterialWell graded granular sub-base material as per Table 400.19.5 mm to 4.75 mm @ 35 per cent cum 134.00 365.00 48,910.004.75 mm to 2.36 mm @ 12.5 per cent cum 48.00 150.00 7,200.002.36 mm below @ 52.5 per cent cum 201.60 150.00 30,240.00Water kl 30.00 16.00 480.00


401 (B) Plant Mix Method

(i) For Grading I MaterialUnit = cumTaking output = 225 cum (450 t)


b) MachineryWet mix plant @ 60 t capacity per hour hour 7.50 1,000.00 7,500.00Water tanker 6 kl capacity 5 km lead with one trip per hour

hour 4.00 300.00 1,200.00

Front end loader 0.9 cum bucket capacity 25 cum per hour

hour 9.00 764.00 6,876.00

Tipper 5.5 cum @ 3 trips per hour hour 13.60 250.00 3,400.00Motor grader 110 HP @ 50 cum per hour hour 4.50 2,100.00 9,450.00Three wheel 80-100 kN static roller 10 cum per hour

hour 22.50 400.00 9,000.00

c) MaterialWell graded granular sub-base material as per Table 400.153 mm to 9.5 mm @ 50 per cent cum 144.00 377.50 54,360.009.5 mm to 2.36 mm @ 20 per cent cum 57.00 365.00 20,805.002.36 mm below @ 30 per cent cum 86.40 150.00 12,960.00Water kl 24.00 16.00 384.00

d) OH & Contractor's profit @ 12.5% on (a+b+c) 15,996.08

Construction of granular sub-base by providing wellgraded material, mixing in a mechanical mix plant atOMC, carriage of mixed material to work site uptolead of 1000 m spreading in uniform layers withmotor grader on prepared surface and compactingwith smooth wheel roller to achieve the desireddensity, complete as per Technical SpecificationClause 401


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Cost for 225 cum = a+b+c+d 143,964.68Rate per cum = (a+b+c+d)/225 639.84

(ii) For Grading II MaterialUnit = cumTaking output = 225 cum (450 t)



hour 4.00 300.00 1,200.00


hour 9.00 764.00 6,876.00

Tipper 5.5 cum, 3 trips per hour hour 13.60 250.00 3,400.00Motor grader 110 HP @ 50 cum per hour hour 4.50 2,100.00 9,450.00Three wheel 80-100 kN static roller 10 cum output

hour 22.50 400.00 9,000.00

c) MaterialWell graded granular sub-base material as per Table 400.126.5 mm to 9.5 mm @ 35 per cent cum 100.80 395.00 39,816.009.5 mm to 2.36 mm @ 25 per cent cum 72.00 365.00 26,280.002.36 mm below @ 40 per cent cum 115.20 150.00 17,280.00Water kl 24.00 16.00 384.00


(iii) For Grading III MaterialUnit = cumTaking output = 225 cum (450 t)



hour 4.00 300.00 1,200.00


hour 9.00 764.00 3,400.00

Tipper 5.5 cum, 3 trips per hour hour 13.60 250.00 340.00Motor grader 110 HP @ 50 cum per hour hour 4.50 2,100.00 9,450.00Three wheel 80-100 kN static roller 10 cum output

hour 22.50 400.00 9,000.00

c) MaterialWell graded granular sub-base material as per Table 400.19.5 mm to 4.75 mm @ 35 per cent cum 100.80 365.00 36,792.004.75 mm to 2.36 mm @ 12.5 per cent cum 36.00 150.00 5,400.002.36 mm below @ 52.5 per cent cum 151.20 150.00 22,680.00Water kl 24.00 16.00 384.00


4.2 402 i) Gravel/Soil-Aggregate Base (Table 400.2)


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3


Mate day 0.40 194.50 77.80Mazdoor (Skilled) day 2.00 199.90 399.80Mazdoor (Unskilled) day 8.00 194.50 1,556.00

b) MachineryMotor grader 110 HP @ 50 cum per hour hour 6.00 2,100.00 12,600.00Three wheel 80-100 kN static roller @ 10 cumper hour

hour 30.00 400.00 12,000.00

Water tanker 6 kl capacity hour 5.00 300.00 1,500.00Tractor with Rotavator 25 cum per hour hour 12.00 300.00 3,600.00

c) MaterialFor well graded granular sub-base materials asper Table 400.2

For Grading A Material53 mm to 26.5 mm @ 35 per cent cum 134.40 407.50 54,768.0026.5 mm to 4.75 mm @ 45 per cent cum 172.80 395.00 68,256.002.36 mm below @ 20 per cent cum 76.80 150.00 11,520.00Water kl 30.00 16.00 480.00


ii)




hour 30.00 400.00 12,000.00


c) MaterialFor well graded granular sub-base materials asper Table 400.2For Grading B Material26.5 mm to 4.75 mm @ 75 per cent cum 288.00 395.00 113,760.00

Gravel/Soil-Aggregate Base (Table 400.2) Construction of granular sub-base by providing wellgraded material, spreading in uniform layers withmotor grader on prepared surface, mixing by mix inplace method with rotavator at OMC, andcompacting with three wheel 80-100 kN static rollercapacity to achieve the desired density, complete asper Technical Specification Clause 402

Construction of gravel/soil-aggregate base byproviding well graded material, spreading inuniform layers with motor grader on preparedsurface, mixing by mix in place method withrotavator at OMC, and compacting with three wheel80-100 kN static roller to achieve the desireddensity, complete as per Technical SpecificationsClause 402


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

32.36 mm below @ 25 per cent cum 96.00 150.00 14,400.00Water kl 30.00 16.00 480.00


iii)




hour 30.00 400.00 12,000.00


c) MaterialFor well graded granular sub-base materials asper Table 400.2For Grading C Material9.5 mm to 4.75 mm @ 66 per cent cum 255.00 365.00 93,075.002.36 mm below @ 34 per cent cum 129.00 150.00 19,350.00Water kl 30.00 16.00 480.00


4.3 403




hour 30.00 400.00 12,000.00


Construction of granular surface course by providing wellgraded material, spreading in uniform layers with motorgrader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting withthree wheel 80-100 kN static roller capacity to achievethe desired density, complete as per TechnicalSpecification Clause 402

Gravel/Soil-Aggregate Base (Table 400.2) Construction of granular sub-base by providing wellgraded material, spreading in uniform layers withmotor grader on prepared surface, mixing by mix inplace method with rotavator at OMC, andcompacting with three wheel 80-100 kN static rollercapacity to achieve the desired density, complete asper Technical Specification Clause 402

Gravel/Soil-Aggregate Surface Course (Table400.3)


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3c) Material

For well graded granular sub-base materials asper Table 400.34.75 to 2.36 mm 40 per cent cum 153.60 150.00 23,040.002.36 mm below @ 60 per cent cum 210.40 150.00 31,560.00Water kl 30.00 16.00 480.00


4.4 402

(A) By Manual MeansUnit = cumTaking output = 150 cum (263 t)a) Labour


b) MachineryThree wheel 80-100 kN Static roller @ 70 cum hour 2.15 400.00 860.00Water tanker 6 kl capacity hour 3.00 300.00 900.00

c) MaterialLime t 5.26 2,000.00 10,520.00Water kl 18.00 16.00 288.00

d) OH & Contractor's profit @ 12.5% on (a+b+c) 2,481.94Cost for 150 cum = a+b+c+d 22,337.42Rate per cum = ( a+b+c+d)/150 148.92

(B) By Mechanical MeansUnit = cumTaking output = 300 cum (525 t)a) Labour


b) MachineryTractor with ripper and rotavator attachments@ 60 cum per hour for ripping and 25 cum perhour for mixing

hour 12.00 300.00 3,600.00

Motor grader 110 HP @ 50 cum per hour hour 6.00 2,100.00 12,600.00Three wheel 80-100 kN static roller @ 70 cumper hour

hour 4.30 400.00 1,720.00

Water tanker 6 kl capacity hour 5.00 300.00 1,500.00c) Material

Lime t 10.50 2,000.00 21,000.00Water kl 30.00 16.00 480.00


Note:4.5 403

The exact quantity of lime shall be as per design.Lime Treated Soil for Sub-Base

Laying and spreading available soil in the subgrade on aprepared surface, pulverising, mixing the spread soil inplace with rotavator with 2 per cent slaked lime havingminimum 70 per cent of contents of CaO, grading withmotor grader and compacting with the smooth wheelroad roller at OMC to the desired density to form a layerof improved Sub-grade as per Technical SpecificationCluase 403.

Lime Stabilisation for Improving Subgrade


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3

Unit = cumTaking output = 300 cum (525 t)a) Labour


b) MachineryHydraulic Excavator 0.90 cum bucket capacity hour 5.00 1,400.00 7,000.00Tipper 5.5 cum 4 trips per hour hour 14.00 250.00 3,500.00Motor grader 110 HP @ 50 cum per hour hour 6.00 2,100.00 12,600.00Three wheel 80-100 kN Static roller @ 70 cumper hour

hour 4.30 400.00 1,720.00

Tractor with rotavator and blade @ 25 cum perhour

hour 12.00 300.00 3,600.00


Lime t 21.00 2,000.00 42,000.00Water kl 30.00 16.00 480.00


Note:4.6 404

Unit = cumTaking output = 300 cum (525 t)


b) MachineryHydraulic Excavator 0.90 cum bucket capacity hour 5.00 1,400.00 7,000.00Tipper 5.5 cum hour 14.00 250.00 3,500.00Motor grader 110 HP @ 50 cum per hour hour 6.00 2,100.00 12,600.00Three wheel 80-100 kN static roller @ 70 cumper hour

hour 4.30 400.00 1,720.00


hour 12.00 300.00 3,600.00


The exact quantity of lime shall be as per design.

Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity ofcement to the spread soil, mixing in place with rotavator,grading with the motor grader and compacting with theroad roller at OMC to achieve the desired unconfinedcompressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404.

Providing, laying and spreading soil on a prepared sub-grade, pulverising, mixing the spread soil in place withrotavator with 4 per cent slaked lime with minimumcontent of 70 per cent of CaO, grading with motor graderand compacting with the road roller at OMC to achieveatleast 98 per cent of the max dry density to form a layerof sub-base as per Technical Specification Clause 403.

Cement Treated Soil Sub-Base/Base

For 4 per cent quantity of cement by weightof soil


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Cement at site @ 4% (of 525 t) t 21.00 7,670.20 161,074.20Water kl 30.00 16.00 480.00

d) OH & Contractor's profit @ 12.5% on (a+b+c) 24,239.05Cost for 300 cum = a+b+c+d 218,151.41Rate per cum =(a+b+c+d)/300 727.17

Note:4.7 405

1) WBM Grading 1

(A) By Manual MeansUnit = cumTaking output = 360 cum

a) LabourMate day 10.08 194.50 1,960.56Mazdoor (Skilled) day 2.00 199.90 399.80Mazdoor (Unskilled) day 250.00 194.50 48,625.00

b) MachineryThree wheel 80-100 kN static roller @ 10 cumper hour

hour 36.00 400.00 14,400.00

Water tanker 6 kl capacity hour 24.00 300.00 7,200.00c) Material (Refer Tables 400.7, 8, 9 and 10)

AggregateGrading 1 90 mm to 45 mm @ 1.21 cum per10 sqm for compacted thickness of 100 mm

cum 435.60 467.05 203,446.98

Stone ScreeningsType A 13.2 mm for Grading-1 @ 0.27 cumper 10 sqm

cum 97.20 390.00 37,908.00

Binding MaterialBinding Material @ 0.08 cum per 10 sqm forgrading 1 material

cum 28.80 85.00 2,448.00

Water kl 144.00 16.00 2,304.00d) OH & Contractor's profit @ 12.5% on (a+b+c) 39,836.54

Cost for 360 cum = a+b+c+d 358,528.88Rate per cum = (a+b+c+d)/360 995.91

(B) By Mechanical MeansUnit = cumTaking output = 360 cum


b) MachineryMotor grader 110 HP @ 50 cum per hour forspreading

hour 7.20 2,100.00 15,120.00

Three wheel 80-100 kN static roller @ 10 cumper hour

hour 36.00 400.00 14,400.00


Providing, laying, spreading and compacting stoneaggregates of specific sizes to water boundmacadam specification including spreading inuniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to propergrade and camber, applying and brooming, stonescreening/binding materials to fill-up the intersticesof coarse aggregate, watering and compacting to therequired density Grading 1 as per TechnicalSpecification Clause 404.

The exact quantity of cement shall be as per design.Water Bound Macadam Sub-base/base


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3AggregateGrading 1 90 mm to 45 mm @ 1.21 cum per10 sqm for compacted thickness of 100 mm

cum 435.60 467.05 203,446.98

Stone ScreeningType A 13.2 mm for Grading-1 @ 0.27 cumper 10 sqm

cum 97.20 390.00 37,908.00

Binding MaterialBinding Material @ 0.08 cum per 10 sqm forGrading 2 material

cum 28.80 85.00 2,448.00



2)




hour 45.00 400.00 18,000.00


AggregateGrading 2 63 mm to 45 mm @ 0.91 cum per 10sqm for compacted thickness of 75 mm

cum 435.60 390.00 169,884.00

Stone ScreeningType B 11.2 mm for Grading 2 @ 0.20 cumper 10 sqm

cum 96.01 390.00 37,443.90


cum 28.80 85.00 2,448.00





b) Machinery

Providing, laying, spreading and compacting stoneaggregates of specific sizes to water boundmacadam specification including spreading inuniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade andcamber, applying and brooming, stonescreening/binding materials to fill-up the intersticesof coarse aggregate, watering and compacting to therequired density grading 2 as per TechnicalSpecification Clause 405.

WBM Grading 2


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Motor grader 110 HP @ 50 cum per hour forspreading

hour 7.20 2,100.00 15,120.00


hour 45.00 400.00 18,000.00



cum 435.60 390.00 169,884.00


cum 96.01 390.00 37,443.90


cum 28.80 85.00 2,448.00



Note:3)




hour 45.00 400.00 18,000.00


AggregateGrading 3 53 mm to 22.4 mm @ 0.91 cum per10 sqm for compacted thickness of 75 mm

cum 435.60 470.00 204,732.00


cum 86.40 470.00 40,608.00


Cost for 360 cum = a+b+c+d 364,308.03Rate per cum = (a+b+c+d)/360 1,011.97


a) LabourMate day 0.68 194.50 132.26

Providing, laying, spreading and compacting stoneaggregates of specific sizes to water boundmacadam specification including spreading inuniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade andcamber, applying and brooming, stone screening tofill-up the interstices of coarse aggregate, wateringand compacting to the required density Grading 3 asper Technical Specification Clause 405.

Type A Screening can be used in Grading 2WBM Grading 3


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Mazdoor (Skilled) day 2.00 199.90 399.80Mazdoor (Unskilled) day 15.00 194.50 2,917.50


hour 7.20 2,100.00 15,120.00


hour 45.00 400.00 18,000.00



cum 435.60 470.00 204,732.00


cum 86.40 470.00 40,608.00



4.8 4051)




hour 36.00 400.00 14,400.00



cum 435.60 467.05 203,446.98

Crushable type such as moorum or Gravel forgrading 1 @ 0.30 cum per 10 sqm

cum 108.00 120.00 12,960.00




a) Labour

WBM Grading 1 Providing, laying, spreading and compacting stoneaggregates of specific sizes to water boundmacadam specification including spreading inuniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to propergrade and camber, applying and brooming, crushable screening to fill-up the interstices of coarseaggregate, watering and compacting to the requireddensity Grading 1 as per Technical SpecificationClause 405.

Water Bound Macadam with Crushable Screenings


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Mate day 0.68 194.50 132.26Mazdoor (Skilled) day 2.00 199.90 399.80Mazdoor (Unskilled) day 15.00 194.50 2,917.50


hour 7.20 2,100.00 15,120.00


hour 36.00 400.00 14,400.00



cum 435.60 467.05 203,446.98

Crushable type such as Moorum or gravel forGrading 2 @ 0.30 cum per 10 sqm

cum 108.00 120.00 12,960.00



2)




hour 45.00 400.00 18,000.00



cum 435.60 390.00 169,884.00


cum 105.59 120.00 12,670.80




a) LabourMate day 0.68 194.50 132.26Mazdoor (Skilled) day 2.00 199.90 399.80



Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Mazdoor (Unskilled) day 15.00 194.50 2,917.50


hour 7.20 2,100.00 15,120.00

Three wheel 80-100 kN @ static roller 8 cumper hour

hour 45.00 400.00 18,000.00


AggregateGrading 2 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm

cum 435.60 390.00 169,884.00


cum 105.59 120.00 12,670.80



3)




hour 45.00 400.00 18,000.00



cum 435.60 470.00 204,732.00


cum 105.59 120.00 12,670.80





b) Machinery



Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Motor grader 110 HP @ 50 cum per hour forspreading

hour 7.20 2,100.00 15,120.00

Three wheel 80-100 kN @ Static roller 8 cumper hour

hour 45.00 400.00 18,000.00



cum 435.60 470.00 204,732.00


cum 105.59 120.00 12,670.80



4.9 406

By Mechanical Means with 1 km leadUnit = cumTaking output = 100 cuma) Labour

Mate day 0.40 194.50 77.80Dresser (Skilled) for alignment day 8.00 194.50 1,556.00Mazdoor (Skilled) day 2.00 199.90 399.80

b) MachineryFront end loader 1 cum capacity hour 4.00 764.00 3,056.00Wet mix plant (Pug Mill) hour 4.00 1,000.00 4,000.00Tipper/Dumper (10-t) capacity hour 5.00 250.00 1,250.00Motor Grader @ 50 cum per hour hour 2.00 2,100.00 4,200.00Water tanker 6 kl capacity hour 1.33 300.00 399.00Three wheel 80-100 kN static roller @ 16 cumper hour

hour 6.25 400.00 2,500.00

c) MaterialCoarse aggregate 45 mm to 22.4 mm @ 30 percent

cum 39.90 470.00 18,753.00

Aggregates 22.4 mm to 2.36 mm @ 40 per cent cum 53.20 457.50 24,339.00

Fine aggregate/Crushed sand 2.36 mm to 75micron @ 30 per cent

cum 39.90 230.00 9,177.00

Water kl 8.00 16.00 128.00d) OH & Contractor's profit @ 12.5% on (a+b+c) 8,729.45Cost for 100 cum = a+b+c+d 78,565.05Rate per cum = (a+b+c+d)/100 785.65

4.10 407

A. Earthen Shoulders

Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification includingpremixing the material with water at OMC in mechanicalmixer (Pug Mill), carriage of mixed material by tipper tosite, laying in uniform layers in sub-base/base course ona well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desireddensity including lighting, barricading and maintenance ofdiversion, etc as per Tables 400.11 & 400.12 andTechnical Specification Clause 406.

Wet Mix Macadam

Construction of Shoulders as per TechnicalSpecification Clause 407.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3

B.

C.

4.11 408

(i) Using naturally occuring gravel Unit = cumTaking output = 300 cum(a) Labour


(b) MachineryMotor grader 110 HP 50 cum per hour hour 6.00 2,100.00 12,600.00Three wheel 80-100 kN static roller @10 cumper hour

hour 30.00 400.00 12,000.00

Tractor with rotavator 25 cum per hour hour 12.00 300.00 3,600.00Water tanker 6 kl capacity hour 5.00 300.00 1,500.00

(c) MaterialNaturally occurring gravel (Local materials asper Table 400.13)Quantity as per Item No.4.1 of Chapter 4 cum 384.00 201.89 77,525.76Water kl 30.00 16.00 480.00

(d) OH & Contractor's profit @ 12.5% on (a+b+c) 13,767.99Cost for 300 cum = a+b+c+d 123,911.91Rate per cum = a+b+c+d/300 413.04

(ii)Unit = cumTaking output = 300 cum(a) Labour


(b) MachineryMotor grader 110 HP 50 cum per hour hour 6.00 2,100.00 12,600.00Three wheel 80-100 kN static roller @10 cumper hour

hour 30.00 400.00 12,000.00


(c) MaterialSoil gravel mixture/quarry waste (Local materialas per Table 400.13)

Granular sub-base/base/surface course with localmaterials (Table 400.13) by mix in place methodnormal Construction of granular sub-base byproviding local material spreading in uniformlayers with motor grader on prepared surface,mixing by mix in place method with rotavator atonce and compacting with smooth wheel roller toachieve the desired density complete as per Clause401.4 as per Technical Specification Clause 408.

Using Gravel mix soil using

Hard Shoulders

Paved Shoulders

The rate as applicable for sub-grade constructionmay be adopted.

The rates may be adopted as applicable for differentlayers of pavement depending upon approved designof paved shoulders.

Rate as applicable for sub-base and/or base may beadopted as per approved design.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3As per Item No.4.2 of Chapter 4 cum 384.00 201.89 77,525.76Water kl 30.00 16.00 480.00

(d) OH & Contractor's profit @ 12.5% on (a+b+c) 13,717.42Cost for 300 cum = a+b+c+d 123,456.78Rate per cum = (a+b+c+d)/300 411.52

4.12 408

Unit = cumTaking output = 360 cum(a) Labour


(b) MachineryMotor grader 110 H.P @ 50 cum/hr forspreading

hour 7.20 2,100.00 15,120.00

Three wheel 80-100 kN @ static roller 8 cumper hour

hour 45.00 400.00 18,000.00

Water tanker 6 kl capacity hour 24.00 300.00 7,200.00(c) Material

Low Grade Aggregate such as Kankar, Laterite,Dhandla and naturally occuring gravels, quarrywaste as per Table 400.13 @ 1.21 cum per 10sqm compacted thickness 100 mm

cum 435.60 201.89 87,943.28

Water kl 144.00 16.00 2,304.00(d) OH & Contractor's profit @ 12.5% on (a+b+c) 16,752.11Cost for 360 cum = a+b+c+d 150,768.95Rate per cum = (a+b+c+d)/360 418.80

4.13 409

Unit = cumTaking output = 480 cum (720 t, density 1.50 t/cum)

Lime-Flyash Stablised Soil Sub-baseConstruction of sub-base using lime-flyash admixture withgranular soil, free from organic matter/deleteriousmaterial or clayey silts and low plasticity clays having PIbetween 5 and 20 and liquid limit less than 25 andcommercial dry lime, slaked at site or pre-slaked with CaOcontent not less than 50 per cent, flyash to conform togradation as per Clause 4.3 of IRC:SP:20, lime+flyashcontent ranging between 10 to 30 per cent, the minimumun-confined compressive strength and CBR value after 28-days curing and 4-days soaking to be 0.75 MPa and 25per cent respectively, all as specified in IRC:88 including alead upto 1000 m as per Technical Specification Cluase409.

Construction of Water Bound Macadam usinglocally available material (Table 400.13)

Providing, laying spreading and compacting local materialin block or large discrete particles, such as kankar,Laterite, Dhandla etc. as per Table 400.13 to water boundmacadam specification including spreading in uniformthickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber,applying and brooming requisite type of screening/binding materials to fill-up the interstices of laid materialwatering and compacting to the required density as perClause 405.3 and Technical Specification Cluase 408.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Assumptions madeTotal mass taken for analysis = 720 tLime+Flyash admixture @ 20% = 0.2 x 720=144 t Soil = 720-144 = 578 t (578/1.6 = 360 cum) Lime + Flyash = 144 tRatio Lime 4 : Flyash 16Lime = 29 tFlyash = 115 ta) Labour

Mate day 0.28 194.50 54.46Mazdoor (Unskilled) day 6.00 194.50 1,167.00Mazdoor (Skilled) day 1.00 199.90 199.90

b) MachineryHydraulic Excavator 0.90 cum bucket capacity@ 60 cum per hour for 360 cum soil

hour 6.00 1,400.00 8,400.00

Tipper 10 t capacity for carriage of soil 578 t hour 16.00 250.00 4,000.00Tipper 10 t capacity for carriage of 115 t flyash hour 5.50 250.00 1,375.00

Tipper 10 t capacity for carriage of 29 t of limefrom store to work site

hour 3.80 250.00 950.00

Loading as per item 1.1 (ii) cum 480.00 25.68 12,328.69Unloading as per item 1.1 (iv) cum 480.00 13.65 6,552.87Tractor with disc harrows for pulverisation hour 6.00 300.00 1,800.00Motor Grader 110 HP @ 75 per cent 200 cumper hour for mixing in-place and grading

hour 3.20 2,100.00 6,720.00

Three wheel 80-100 kN static roller hour 12.00 400.00 4,800.00Water tanker 6 kl capacity hour 12.00 300.00 3,600.00

c) MaterialLime (Slaked) t 29.00 2,000.00 58,000.00Compensation for earth taken from privatesource

cum 360.00 17.50 6,300.00

Water kl 72.00 16.00 1,152.00d) OH & Contractor's profit @ 12.5% on (a+b+c) 14,674.99Cost for 480 cum = a+b+c+d 132,074.91Rate per cum = (a+b+c+d)/480 275.16

Note: 1

2

3

4.14 410

Lime + Flyash has been taken as 20 per cent of totalmass and ratio of lime and flyash as 1:4 forestimating purposes. Total quantities will be as perapproved design.

Construction of Sub-base/Course Using CrushedSlag as per Table 400.19

Compensation for earth will vary from place to placeand will have to be assessed realistically as perparticular ground situation. In case earth isavailable from Govt. land, compensation for earthwill not be required. The position is required to beclearly stated in the cost estimate.

Cost of flyash has not been considered as same willbe available free of cost. Only carriage of flyash hasbeen provided.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3


As per Item No.4.1 of Chapter 4 2,438.16(b) Machinery

As per Item No.4.1 of Chapter 4 29,700.00(c) Material

Crushed slag as per Clause 410.4.2 (i)As per Item No.4.2 of Chapter 4 cum 384.00 330.00 126,720.00Water kl 30.00 16.00 480.00


4.15 410


As per Item No. 4.7 of Chapter 4(b) Machinery

As per Item No.4.7 of Chapter 4(c) Material

As per Item No.4.8 (1)(A)© of Chapter 4Crushed slag as per Clause 410.4.2 (ii) cum 435.60 330.00 143,748.00Crushable screening cum 108.00 120.00 12,960.00Water kl 144.00 16.00 2,304.00


4.16 410


Water Bound Macadam using crushed slag

Cement Bound Granular Material sub-base/base

Providing, laying, spreading and compacting crushed slagto water Bound Macadam specification includingspreading in uniform thickness, hand packing rolling withsmooth wheel roller 80-100 kN in stages to proper gradeand camber, applying and brooming requisite type ofscreening/binding materials to fill up the interstees ofcrushed slag watering and compacting to the requireddensity as per Clause 405.3 and Technical SpecificationCluase 410.3.2.

Providing laying and spreading granulated blast furnaceslag on a prepared sub-grade pulverising adding thedesigned quantitity of cement to the spread granulatedblast furnace slag mixing in place with rotavator gradingwith the mortar grader and compacting with smoothwheel roller 80-100 kN at OMC to achieve the desiredunconfined compressive strength and to form a layer ofsub-base/base as per Technical Specification Clauses404.3 and 410.4.2.

Construction of Sub-base by providing crushed slagspreading in uniform layer with motor grader on preparedsurface mixing by mix-in-place method with Rotavator @OMC, and compacting with three wheel 80-100 kN staticroller to achieve the desired density complete as perTechnical Specifications Cluase 402.4 and 410.3.2


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3For 4 per cent quantity of cement by wt ofgranulated blast furnace slag

(a) LabourMate day 0.48 194.50 93.36Mazdoor (Skilled) day 2.00 199.90 399.80Mazdoor (Unskilled) day 10.00 194.50 1,945.00

(b) Machinery5.50 cum Tipper for carriage of GBFS add 10per cent of cost of carriage of cover cost ofloading and unloading

hour 15.00 250.00 3,750.00

Motor grader 110 HP @ 50 cum per hour hour 6.00 2,100.00 12,600.00Three wheel 80-100 kN static roller @ 70 cumper hour

hour 4.30 400.00 1,720.00


hour 12.00 300.00 3,600.00


Cement (4%) t 21.00 7,670.20 161,074.20Water kl 42.00 16.00 672.00


Note: (i) The exact quantity of cement shall be as per design

(ii) Granulated ballast slag will be available free of cost

4.17 411 Crusher Run Macadam Base

A) By mix-in-place method(i) With 53 mm maximum size of aggregates

Unit = cumTaking output = 360 cum


(b) MachineryTractor attached with rotavator @ 25 cum per hour

hour 14.00 300.00 4,200.00

Motor-Grader 110 H.P hour 6.00 2,100.00 12,600.00Three wheel 80-100 kN static roller @ 8 cum per hour

hour 45.00 400.00 18,000.00


Aggregate at siteFor 53 mm maximum size63 mm to 45 mm @ 33 per cent cum 157.46 380.00 59,834.8022.5 mm to 5.6 mm @ 32 per cent cum 151.06 525.00 79,306.50Below 5.6 mm @ 35 per cent cum 116.68 365.00 42,588.20Water kl 36.00 16.00 576.00

(d) OH & Contractor's profit @ 12.5% on (a+b+c) 27,667.96Cost for 360 cum = a+b+c+d 249,011.62

Providing crushed run stone aggregate greadingconforming to table 400.20 depositing on a preparedsurface by hauling vehicles, spreading and mixing with amotor grader, watering and compacting with a threewheel 80-100 kN static roller as per TechnicalSpecification Clause 411 to form a layer of sub-base/base


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Rate per cum = (a+b+c+d)/360 691.70

(ii) With 37.5 mm maximum size of aggregates



(b) MachineryTractor attached with rotavator @ 25 cum per hour

hour 14.00 300.00 4,200.00

Motor-Grader 110 H.P hour 6.00 2,100.00 12,600.00Three wheel 80-100 kN static roller @ 8 cum per hour

hour 45.00 400.00 18,000.00


Aggregate at siteFor 37.5 mm maximum size45 mm to 22.5 mm @ 5 per cent cum 24.12 525.00 12,663.0022.4 mm to 5.6 mm @ 50 per cent cum 237.60 525.00 124,740.00Below 5.6 mm @ 45 per cent cum 213.48 365.00 77,920.20Water kl 36.00 16.00 576.00


B)(i) With 53 mm maximum size of aggregates



(b) MachineryWet mix plant @ 75 t per hour hour 6.00 1,000.00 6,000.00Electric generator set, 125 KVA hour 6.00 700.00 4,200.00Front end loader 1 cum bucket capacity hour 6.00 764.00 4,584.00Motor grader 110 HP hour 6.00 2,100.00 12,600.00Three wheel roller 80-100 kN @ 8 cum perhour

hour 28.13 400.00 11,252.00

Water tanker hour 3.00 300.00 900.00Tipper hour 10.00 250.00 2,500.00

(c) MaterialAggreate at siteFor 53 mm maximum size63 mm to 45 mm @ 33 per cent cum 98.40 380.00 37,392.0022.4 mm to 5.6 mm @ 32 per cent cum 94.41 525.00 49,565.25Below 5.6 mm @ 35 per cent cum 104.18 365.00 38,025.70Water kl 18.00 16.00 288.00


(ii) With 37.5 mm maximum size of aggregatesUnit = cumTaking output = 225 cum (450 t)

(a) LabourMate day 0.28 194.50 54.46Mazdoor (Skilled) day 1.00 199.90 199.90

By mixing plant method


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Mazdoor (Unskilled) day 6.00 194.50 1,167.00

(b) MachineryWet mix plant @ 75 t per hour hour 6.00 1,000.00 6,000.00Electric generator set, 125 KVA hour 6.00 700.00 4,200.00Front end loader 1 cum bucket capacity hour 6.00 764.00 4,584.00Mortar grader 110 HP hour 6.00 2,100.00 12,600.00Three wheel roller 80-100 kN @ 8 cum perhour

hour 28.13 400.00 11,252.00

Water tanker hour 3.00 300.00 900.00Tipper hour 10.00 250.00 2,500.00

(c) MaterialAggreate at siteFor 37.5 mm maximum size45 mm to 22.5 mm @ 5 per cent cum 15.06 525.00 7,906.5022.4 mm to 5.6 mm @ 50 per cent cum 148.50 525.00 77,962.50Below 5.6 mm @ 45 per cent cum 133.00 365.00 48,545.00Water kl 18.00 16.00 288.00


4.18 412 Brick Soling

Unit = sqmTaking ouput = 150 sqm(a) Labour

Mate day 0.52 194.50 101.14Mazdoor (Unskilled) day 10.00 194.50 1,945.00Mason 1st Class day 3.00 207.80 623.40

(b) MachineryThree wheel 80-100 kN static roller hour 1.00 400.00 400.00Water tanker hour 1.00 300.00 300.00

(c) MaterialBrick 1st Class No. 8,160.00 4.69 38,270.40Brick 1st Class on edging No. 1,100.00 4.69 5,159.00Fine Sand cum 5.66 312.31 1,767.67Water kl 6.00 16.00 96.00

(d) OH & Contractor's profit @ 12.5% on (a+b+c) 6,082.83Cost for 150 sqm = a+b+c+d 54,745.44Rate per sqm = (a+b+c+d)/150 364.97

4.19 413 Stone Set Pavement Providing and laying stone set pavement on preparedsurface with sub-base 100 mm thick compacted GranularSub-base as per Clause 401.4 and base 75 mm thickcompacted water bound macadam grading 2 as perClause 405.3. The 150 mm thick hammer desired stonesare laid in the herring one or stretched bond pattern. Thestones are compacted into the bedding sand of 40 mmover the WBM base bounded by edge stone using suitablecompacting device. The gaps are filled with fine sandstone dust as per Technical Specification Clause 413.4

Laying brick soling layer on prepared sub-grade with brickon end edging according to lines, graded and cross-section shown on the drawing filling joints with sand andearth, spreading 25 mm thick layer of earth over bricksoling, watering and rolliing the same with three wheelroad roller 80-100 kN as per Technical SpecificationClause 412


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Unit = sqmTaking output = 360 sqm(a) Labour

Mate day 2.16 194.50 420.12Mazdoor (Unskilled) day 51.00 194.50 9,919.50Mason 2nd class for laying sett stone and edgestone

day 13.00 199.90 2,598.70

(b) MachineryThree wheel 80-100 kN static roller hour 2.00 400.00 800.00Water tanker 6 kl capacity hour 1.00 300.00 300.00

(c) Material(1) Collection of fine sand

3.4x0.285x0.150x1.20 = 0.174 cum 0.174 312.31 54.34(2) Coarse sand

96x3.35x0.04x1.20 = 15.437 cum cum 15.437 332.31 5,129.87(3) Collection of stone sett stone

300 mmx200 mmx150 mm Nos 5,168.00 195.00 1,007,760.00(4) Collection of edge stone

450 mmx200 mmx350 mm Nos 464.00 72.00 33,408.00(5) Water kl 6.00 16.00 96.00(d) OH & Contractor's profit @ 12.5% on (a+b+c) 132,560.82Cost of 360 sqm = a+b+c+d 1,193,047.35Rate per sqm = (a+b+c+d)/360 3,314.02


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 75.1 502 Prime Coat

(i) Low porosity

Unit = sqmTaking output = 1750 sqma) Labour


b) MachineryHydraulic broom @ 1250 sqm per hour hour 1.40 300.00 420.00Air compressor 210 cfm hour 1.40 300.00 420.00Bitumen emulsion pressure distributor @ 1750 sqmper hour

hour 1.00 840.00 840.00

Water tanker 6 kl capacity 1 trip per hour hour 0.50 300.00 150.00c) Material

Bitumen emulsion (SS-1) @ 0.85 kg per sqm t 1.48 34,096.81 50,463.28Water kl 3.00 16.00 48.00

d) OH & Contractor's profit @ 12.5% on (a+b+c) 6,567.94Cost of 1750 sqm = a+b+c+d 59,111.50Rate per sqm = (a+b+c+d)/1750 33.78

(ii) Medium porosity




hour 1.00 840.00 840.00




(iii) High porosity

Chapter 5BASES AND SURFACE COURSES (BITUMINOUS)

Providing and applying primer coat with bitumenemulsion (SS-1) on prepared surface of granular baseincluding cleaning of road surface and spraying primerat the rate of 0.70-1.0 kg/sqm using mechanical meansas per Technical Specification Clause 502

Providing and applying primer coat with Bitumenemulsion (SS-1) on prepared surface of granular baseincluding cleaning of road surface and spraying primerat the rate of 0.90- 1.2 kg/sqm using mechanicalmeans as per Technical Specification Clause 502.

Description

3


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3




hour 1.00 840.00 840.00



d) OH & Contractor's profit @ 12.5% on (a+b+c) 10,369.16Cost of 1750 sqm = (a+b+c+d) 93,322.48Rate per sqm = a+b+c+d/1750 53.33

5.2 503 Tack Coat(i)



b) MachineryHydraulic broom @ 1250 sqm per hour hour 1.40 300.00 420.00Air compressor 210 cfm hour 1.40 300.00 420.00Emulsion pressure distributor @1750 sqm per hour hour 1.00 840.00 840.00

c) MaterialBitumen emulsion (RS-1) @ 0.225 kg per sqm t 0.39 36,696.81 14,311.76


(ii)



Providing and applying primer coat with Bitumenemulsion (SS-1) on prepared surface of granular baseincluding cleaning of road surface and spraying primerat the rate of 1.2-1.5 kg/sqm using mechanical meansas per Technical Specification Clause 502.

Providing and applying tack coat with Bitumen emulsion(RS-1) using emulsion distributor at the rate of 0.20 to0.25 kg per sqm on the prepared bituminous surfacecleaned with Hydraulic broom as per TechnicalSpecification Clause 503.

Providing and applying tack coat with Bitumen emulsion(RS-1) using emulsion distributor at the rate of 0.25 to0.30 kg per sqm on the prepared dry and hungrybituminous surface cleaned with Hydraulic broom asper Technical Specification Clause 503.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3b) Machinery

Hydraulic broom @ 1250 sqm per hour hour 1.40 300.00 420.00Air compressor 210 cfm hour 1.40 300.00 420.00Emulsion pressure distributor @1750 sqm per hour hour 1.00 840.00 840.00



(iii)






(iv)





d) OH & Contractor's profit @ 12.5% on (a+b+c) 2,849.93Cost of 1750 sqm = a+b+c+d 25,649.39Rate per sqm = (a+b+c+d) / 1750 14.66

Providing and applying tack coat with Bitumen emulsion(RS-1) using emulsion distributor at the rate of 0.25to 0.30 kg per sqm on the prepared granular surfacestreated with primer & cleaned with Hydraulic broom asper Technical Specification Clause 503.

Providing and applying tack coat with Bitumen emulsion(RS-1) using emulsion pressure distributor at the rateof 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement)cleaned with Hydraulic broom as per TechnicalSpecification Clause 503.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Note: (i)

(ii)

5.3 504 Bituminous Macadam

Unit = cumTaking output = 102.5 cum (225 t)

a) Labour Mate day 0.52 194.50 101.14Mazdoor (Unskilled) day 10.00 194.50 1,945.00Mazdoor (Skilled) day 3.00 199.90 599.70

b) MachineryBatch mix HMP 40-60 THP @ 40 t per hour actualoutput

hour 6.00 9,000.00 54,000.00

Hydraulic broom @ 1250 sqm per hour hour 1.10 300.00 330.00Air compressor 210 cfm hour 1.10 300.00 330.00Paver finisher hour 6.00 1,200.00 7,200.00Generator 125 KVA hour 6.00 700.00 4,200.00Front end loader 1 cum bucket capacity hour 6.00 764.00 4,584.00Tipper 5.5 cum, 10 t capacity hour 6.21 250.00 1,552.50Three wheel 80-100 kN static roller for intial break hour 12.00 400.00 4,800.00Vibratory roller 80-100 kN for intermediate rolling hour 6.00 1,200.00 7,200.00

c) Materiali) Bitumen @ 3.3 per cent of mix t 7.425 44,543.81 330,737.79ii) Aggregate

Total weight of mix = 225 tWeight of bitumen = 7.425 tWeight of aggregate = 225 – 7.425 = 217.575 tTaking density of aggregate = 1.5 t/cumVolume of aggregate = 145.05 cum(19 mm nominal size) 25 -10 mm - 40 per cent cum 58.02 440.00 25,528.8010– 5 mm - 40 per cent cum 58.02 442.05 25,647.745 mm and below - 20 per cent cum 29.01 442.05 12,823.87

d) OH & Contractor's profit @ 12.5% on (a+b+c) 60,197.57Cost of 102.5 cum = a+b+c+d 541,778.11Rate per cum = a+b+c+d/102.5 5,285.64

An output of 1750 sqm has been considered in case oftack coat which can be covered by bituminous courseson the same day.The use of cutback bitumen (Medium Curing grade) asper IS:217 shall be restricted only for sites at sub-zerotemperature or for emergency applications as directedby the Engineer.

Providing and laying bituminous macadam with hot mixplant using crushed aggregates of grading as per Table500.4 premixed with bituminous binder, transported to siteupto a lead of 1000 m laid over a previously preparedsurface with paver finisher to the required grade, level andalignment and rolled to achieve the desired compaction asper Technical Specification Clause 504.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Note: 1

2

3

4

55.4 505 Built-Up Spray Grout

(A) By Manual MeansUnit = sqmTaking output = 800 sqm (60 cum)

(I) Bitumen (S-90)a) Labour

Mate day 5.50 194.50 1,069.75Mazdoor (Unskilled) day 100.50 194.50 19,547.25Chips spreader day 10.00 194.50 1,945.00Bitumen Sprayer day 2.50 199.90 499.75Mazdoor (Semi-Skilled) day 25.50 196.30 5,005.65

b) MachineryBitumen boiler oil fired, capacity 1000 litre fittedwith spray set

hour 6.00 160.00 960.00

Three wheel 80-100 kN static Roller hour 6.00 400.00 2,400.00c) Material

Bitumen 30 kg per 10 sqm @ 15 kg per 10 sqm foreach layer

t 2.40 44,543.81 106,905.14

Crushed stone coarse aggregate passing 53 mmand retained on 2.8 mm sieve @ 0.5 cum per 10sqm for each layer

cum 80.00 378.00 30,240.00

Key aggregates passing 22.4 mm and retained on2.8 mm sieve @ 0.13 cum per 10 sqm

cum 10.40 457.50 4,758.00


In case BM is laid over freshly laid tack coat, provisionof Hydraulic broom and 2 mazdoor for the same shallbe detected as the same has been included in the costof tack coat.Analysis is based on 1000 m lead of mixed material.

Providing, laying and rolling of built-up spray grout layerover prepared base consisting of a two layer compositeconstruction of crushed coarse aggregates using motorgrader for aggregates. Key stone chips spreader may beused with application of bituminous binder after each layer,and with key aggregates placed on top of the second layerto serve as a base, conforming to the line, grades and cross-section specified, the compacted layer thickness being 75mm as per Technical Specification Clause 505.

Although the rollers are required only for 3 hours as per norms of output, but the same have to be available atsite for six hours as the hot mix plant and paver willtake six hours for mixing and paving the output of 225t considered in these analysis. To cater for the idleperiod of these rollers, their usage rates may bemultiplied by a factor of 0.65.Quantity of bitumen has been taken for analysispurpose. The actual quantity will depend upon job mixformula.Labour for traffic control, watch and ward and othermiscellaneous duties at site, including sundries havebeen included in administrative overheads of thecontractor.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Cost of 800 sqm = a+b+c+d 194,996.86Rate per sqm = (a+b+c+d)/800 243.75

(II) Bitumen (S-65)a) Labour

Mate day 5.50 194.50 1,069.75Mazdoor (Unskilled) day 100.50 194.50 19,547.25Chips spreader day 10.00 194.50 1,945.00Bitumen Sprayer day 2.50 199.90 499.75Mazdoor (Semi-Skilled) day 25.50 196.30 5,005.65


hour 6.00 160.00 960.00

Three wheel 80-100 kN static Roller hour 6.00 400.00 2,400.00c) Material


t 2.40 44,966.00 107,918.40


cum 80.00 378.00 30,240.00


cum 10.40 457.50 4,758.00


(B) By Mechanical MeansUnit = sqmTaking output = 3000 sqm (225 cum)a) Labour


b) MachineryHydraulic self propelled chip spreader both foraggregates and key aggregates @ 1500 sqm perhour for 3000 x 3 sqm

hour 6.00 2,100.00 12,600.00

Bitumen presssure distributor for 3000x 2 sqm @1750 sqm per hour

hour 3.43 840.00 2,881.20

Tipper 5.5 cum capacity hour 10.00 250.00 2,500.00Three wheel 80-100 kN Static Roller @ 10 cum perhour

hour 22.50 400.00 9,000.00

Front end loader 1 cum bucket capacity hour 5.00 764.00 3,820.00c) Material


t 9.00 44,543.81 400,894.29


cum 300.00 378.00 113,400.00


cum 39.00 457.50 17,842.50



Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description


Note:

5.5 506 Modified Penetration Macadam

(A) 50 mm thickUnit = sqmTaking output = 4500 sqm (225 cum)



b) MachineryHydraulic self propelled chip spreader both foraggregates and key aggregates @ 1500 sqm perhour for 4500 x 2 sqm = 9000 sqm

hour 6.00 2,100.00 12,600.00

Bitumen pressure distributor for @ 1750 sqm perhour

hour 2.57 840.00 2,158.80

Tipper 5.5 cum capacity for carriage of aggregatesfrom stockpile to chip spreader

hour 10.00 250.00 2,500.00

Three wheel 80-100 kN Static Roller hour 22.50 400.00 9,000.00Front end loader 1 cum bucked capacity hour 6.00 764.00 4,584.00

c) MaterialBitumen @ 1.75 kg per sqm t 7.87 44,543.81 350,559.7840 mm size hand broken metal @ 0.06 cum persqm

cum 270.00 270.00 72,900.00

12 mm size stone chips @ 0.018 cum per sqm cum 81.00 550.00 44,550.00d) OH & Contractor's profit @ 12.5% on (a+b+c) 62,560.20Cost of 4500 sqm = a+b+c+d 563,041.83Rate per sqm = (a+b+c+d)/4500 125.12

(B) 75 mm thickUnit = sqmTaking output = 4500 sqm (337.5 cum)



b) MachineryHydraulic self propelled chips spreader both foraggregates and key aggregates @ 1500 sqm perhour for 4500 x 2 sqm

hour 6.00 2,100.00 12,600.00

Bitumen presssure distributor for @ 1750 sqm perhour

hour 2.57 840.00 2,158.80

2 tippers will be needed to match the capacity of hydraulicchip spreader and front end loader.

Construction of penetration macadam over prepared baseby providing a layer of compacted crushed coarseaggregate using chips spreader with alternate applicationsof bituminous binder and key aggregates and rolling with athree wheel 80-100 kN static roller to achieve the desireddegree of compaction as per Technical Specification Clause506.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Tipper 5.5 cum capacity for carriage of aggregates hour 10.00 250.00 2,500.00Three wheel 80-100 kN static roller hour 33.75 400.00 13,500.00Front end loader 1 cum bucket capacity hour 6.00 764.00 4,584.00

c) MaterialBitumen @ 2 kg per sqm t 9.00 44,543.81 400,894.2940 mm size hand broken metal @ 0.09 cum persqm

cum 405.00 270.00 109,350.00

12 mm size stone chips @ 0.018 cum per sqm cum 81.00 550.00 44,550.00d) OH & Contractor's profit @ 12.5% on (a+b+c) 74,021.34Cost of 4500 sqm = a+b+c+d 666,192.03Rate per sqm = (a+b+c+d)/4500 148.04

(II) Bitumen (S-65)a) Labour


b) MachineryHydraulic self propelled chips spreader both foraggregates and key aggregates @ 1500 sqm perhour for 4500 x 2 sqm

hour 6.00 2,100.00 12,600.00

Bitumen presssure distributor for @ 1750 sqm perhour

hour 2.57 840.00 2,158.80

Tipper 5.5 cum capacity for carriage of aggregates hour 10.00 250.00 2,500.00Three wheel 80-100 kN static roller hour 33.75 400.00 13,500.00Front end loader 1 cum bucket capacity hour 6.00 764.00 4,584.00

c) MaterialBitumen @ 2 kg per sqm t 9.00 44,966.00 404,694.0040 mm size hand broken metal @ 0.09 cum persqm

cum 405.00 270.00 109,350.00

12 mm size stone chips @ 0.018 cum per sqm cum 81.00 550.00 44,550.00


5.6 507

(A) By Manual MeansCase – I: Nominal chipping size 13.2 mm(I) Bitumen (S-90)Unit = sqmTaking output = 900 sqm a) Labour

Mate day 2.60 194.50 505.70Bitumen Sprayer day 1.00 199.90 199.90Mazdoor (Unskilled) day 58.00 194.50 11,281.00Mazdoor (Semi-Skilled) day 6.00 196.30 1,177.80

b) Machinery

Surface Dressing using Bituminous (Penetrationsgrade / modified bitumen) Binder

Providing and laying surface dressing as wearing courseconsisting of a layer of bituminous binder laid on theprepared surface, followed by a cover of crushed stoneaggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface asper Technical Specification Clause 507.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Bitumen boiler oil fired, capacity 1000 litre fittedwith spray set

hour 2.25 160.00 360.00

Three wheel 80-100 kN static roller hour 2.25 400.00 900.00Add: 0.5 per cent of (a) Labour for sundries L.S. 65.82

c) MaterialBitumen (S-90) @ 1.00 kg per sqm t 0.90 44,543.81 40,089.43Crushed stone chipping, 13.2 mm nominal size @0.010 cum per sqm

cum 9.00 535.00 4,815.00

d) OH & Contractor's profit @ 12.5% on (a+b+c) 7,424.33Cost of 900 sqm = a+b+c+d 66,818.98Rate per sqm = (a+b+c+d)/900 74.24(II)Bitumen (S-65)Unit = sqmTaking output = 900 sqm a) Labour



hour 2.25 160.00 360.00



cum 9.00 535.00 4,815.00

d) OH & Contractor's profit @ 12.5% on (a+b+c) 7,471.83Cost of 900 sqm = a+b+c+d 67,246.45Rate per sqm = (a+b+c+d)/900 74.72(IIIPolymer Modified BitumenUnit = sqmTaking output = 900 sqm a) Labour



hour 2.25 160.00 360.00


c) MaterialPolymer Modified Bitumen @ 1.00 kg per sqm t 0.90 48,775.00 43,897.50Crushed stone chipping, 13.2 mm nominal size @0.010 cum per sqm

cum 9.00 535.00 4,815.00

d) OH & Contractor's profit @ 12.5% on (a+b+c) 7,900.34Cost of 900 sqm = a+b+c+d 71,103.06Rate per sqm = (a+b+c+d)/900 79.00(IV)Crumb Rubber Modified BitumenUnit = sqm


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Taking output = 900 sqm a) Labour



hour 2.25 160.00 360.00


c) MaterialCrumb Rubber Modified Bitumen @ 1.00 kg persqm

t 0.90 48,775.00 43,897.50

Crushed stone chipping, 13.2 mm nominal size @0.010 cum per sqm

cum 9.00 535.00 4,815.00

d) OH & Contractor's profit @ 12.5% on (a+b+c) 7,900.34Cost of 900 sqm = a+b+c+d 71,103.06Rate per sqm = (a+b+c+d)/900 79.00(V) Natural Rubber Modified BitumenUnit = sqmTaking output = 900 sqm a) Labour


b) MachineryBitumen boiler oil fired, capacity 1000 litre fitted hour 2.25 160.00 360.00Three wheel 80-100 kN static roller hour 2.25 400.00 900.00Add: 0.5 per cent of (a) Labour for sundries L.S. 65.82

c) MaterialNatural Rubber Modified Bitumen @ 1.00 kg persqm

t 0.90 49,565.00 44,608.50


cum 9.00 535.00 4,815.00

d) OH & Contractor's profit @ 12.5% on (a+b+c) 7,989.22Cost of 900 sqm = a+b+c+d 71,902.94Rate per sqm = (a+b+c+d)/900 79.89Case – II: Nominal chipping size 9.5 mm(I) Bitumen (S-90)Unit = sqmTaking output = 1000 sqm a) Labour



hour 2.00 160.00 320.00

Three wheel 80-100 kN static roller hour 2.00 400.00 800.00


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3c) Material

Bitumen (S-90) @ 0.90 kg per sqm t 0.90 44,543.81 40,089.43Crushed stone chipping, 9.5 mm nominal size @0.008 cum per sqm

cum 8.00 440.00 3,520.00

d) OH & Contractor's profit @ 12.5% on (a+b+c) 7,236.73Cost of 1000 sqm = a+b+c+d 65,130.56Rate per sqm = (a+b+c+d)/1000 65.13(II)Bitumen (S-65)


a) Labour Mate day 2.60 194.50 505.70Bitumen Sprayer day 1.00 199.90 199.90Mazdoor (Unskilled) day 58.00 194.50 11,281.00Mazdoor (Semi-Skilled) day 6.00 196.30 1,177.80


hour 2.00 160.00 320.00

Three wheel 80-100 kN static roller hour 2.00 400.00 800.00c) Material


cum 8.00 440.00 3,520.00


(IIIPolymer Modified BitumenUnit = sqmTaking output = 1000 sqm a) Labour



hour 2.00 160.00 320.00


Polymer Modified Bitumen @ 0.90 kg per sqm t 0.90 48,775.00 43,897.50Crushed stone chipping, 9.5 mm nominal size @0.008 cum per sqm

cum 8.00 440.00 3,520.00


(IV)Crumb Rubber Modified BitumenUnit = sqmTaking output = 1000 sqm a) Labour



Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3b) Machinery

Bitumen boiler oil fired, capacity 1000 litre fittedwith spray set

hour 2.00 160.00 320.00


Crumb Rubber Modified Bitumen @ 0.90 kg persqm

t 0.90 48,775.00 43,897.50


cum 8.00 440.00 3,520.00


(V) Natural Rubber Modified BitumenUnit = sqmTaking output = 1000 sqm a) Labour



hour 2.00 160.00 320.00


Natural Rubber Modified Bitumen @ 0.90 kg persqm

t 0.90 49,565.00 44,608.50


cum 8.00 440.00 3,520.00


(B) By Mechanical MeansCase – I: Nominal chipping size 13.2 mm

(I) Bitumen (S-90)Unit = sqmTaking output = 7500 sqm a) Labour


b) MachineryHydraulic broom @ 1250 sqm per hour hour 6.00 300.00 1,800.00Air compressor 210 cfm hour 6.00 300.00 1,800.00Hydraulic self propelled chip spreader @ 1500 sqmper hour

hour 6.00 2,100.00 12,600.00

Tipper 5.5 10 t capacity for carriage of stone chipsfrom stockpile on road side to chip spreader

hour 6.00 250.00 1,500.00

Front end loader 1 cum bucket capacity hour 6.00 764.00 4,584.00Bitumen pressure distributor hour 6.00 840.00 5,040.00Three wheel 80-100 kN static roller weight hour 18.75 400.00 7,500.00

c) Material


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Bitumen (S-90) @ 1.00 kg per sqm t 7.50 44,543.81 334,078.58Crushed stone chipping, 13.2 mm nominal size @0.010 cum per sqm

cum 75.00 535.00 40,125.00


(II)Bitumen (S-65)Unit = sqmTaking output = 7500 sqm a) Labour



hour 6.00 2,100.00 12,600.00


hour 6.00 250.00 1,500.00



cum 75.00 535.00 40,125.00





hour 6.00 2,100.00 12,600.00


hour 6.00 250.00 1,500.00


c) MaterialPolymer Modified Bitumen @ 1.00 kg per sqm t 7.50 48,775.00 365,812.50


cum 75.00 535.00 40,125.00

d) OH & Contractor's profit @ 12.5% on (a+b+c) 55,374.67Cost of 7500 sqm = a+b+c+d 498,372.05


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Rate per sqm = (a+b+c+d)/7500 66.45




hour 6.00 2,100.00 12,600.00


hour 6.00 250.00 1,500.00


c) MaterialCrumb Rubber Modified Bitumen @ 1.00 kg persqm

t 7.50 48,775.00 365,812.50


cum 75.00 535.00 40,125.00





hour 6.00 2,100.00 12,600.00


hour 6.00 250.00 1,500.00


c) MaterialNatural Rubber Modified Bitumen @ 1.00 kg persqm

t 7.50 49,565.00 371,737.50


cum 75.00 535.00 40,125.00




Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3(I) Bitumen (S-90)

Unit = sqmTaking output = 7500 sqm a) Labour


b) MachineryHydraulic broom @ 1250 sqm per hour hour 6.00 300.00 1,800.00Air compressor 210 cfm hour 6.00 300.00 1,800.00Hydraulic self propelled chips spreader @ 1500sqm per hour

hour 6.00 2,100.00 12,600.00

Tipper 5.5 10 t capacity for carriage of stone chipsfrom stockpile on road side to chips spreader

hour 6.00 250.00 1,500.00

Front end loader 1 cum bucket capacity hour 6.00 764.00 4,584.00Bitumen pressure distributor @ 1750 sqm per hour hour 6.00 840.00 5,040.00

Three wheel 80-100 kN static roller weight hour 15.00 400.00 6,000.00c) Material


cum 60.00 440.00 26,400.00





hour 6.00 2,100.00 12,600.00


hour 6.00 250.00 1,500.00




cum 60.00 440.00 26,400.00



Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3(IIIPolymer Modified Bitumen




hour 6.00 2,100.00 12,600.00


hour 6.00 250.00 1,500.00



Polymer Modified Bitumen @ 0.90 kg per sqm t 6.75 48,775.00 329,231.25Crushed stone chipping, 9.5 mm nominal size @0.008 cum per sqm

cum 60.00 440.00 26,400.00





hour 6.00 2,100.00 12,600.00


hour 6.00 250.00 1,500.00



Crumb Rubber Modified Bitumen @ 0.90 kg persqm

t 6.75 48,775.00 329,231.25


cum 60.00 440.00 26,400.00



Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Rate per sqm = (a+b+c+d)/7500 58.68




hour 6.00 2,100.00 12,600.00


hour 6.00 250.00 1,500.00



Natural Rubber Modified Bitumen @ 0.90 kg persqm

t 6.75 49,565.00 334,563.75


cum 60.00 440.00 26,400.00


5.7 507

(A) By Manual MeansCase – I: Nominal aggregate size 13.2 mm Unit = sqmTaking output = 900 sqm a) Labour

Mate day 2.36 194.50 459.02Bitumen Emulsion Sprayer day 1.00 199.90 199.90Mazdoor (Unskilled) day 58.00 194.50 11,281.00

b) MachineryEmulsion sprayer, capacity 1000 litre fitted withspray set

hour 2.25 840.00 1,890.00

Three wheel 80-100 kN static roller hour 2.25 400.00 900.00Add: 0.5 per cent of (a) Labour for sundries L.S. 0.5/100

c) MaterialBitumen Emulsion (RS-1) @ 1.50 kg per sqm t 1.35 36,696.81 49,540.69

Providing and laying surface dressing as wearing courseconsisting of a layer of bitumen emulsion laid on theprepared surface, followed by a cover of crushed stonechippings of specified size and rolling with 80-100 kN rollerincluding cleaning the road surface as per TechnicalSpecification Clause 507.

Surface Dressing using Bitumen Emulsion


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Crushed stone chipping, 13.2 mm nominal size @0.010 cum per sqm

cum 9.00 535.00 4,815.00

d) OH & Contractor's profit @ 12.5% on (a+b+c) 8,635.70Cost of 900 sqm = a+b+c+d 77,721.32Rate per sqm = (a+b+c+d)/900 86.36Case – II: Nominal chipping size 9.5 mm Unit = sqmTaking output = 1000 sqm a) Labour

Mate day 2.36 194.50 459.02Bitumen Sprayer day 1.00 199.90 199.90Mazdoor (Unskilled) day 58.00 194.50 11,281.00

b) MachineryEmulsion sprayer, capacity 1000 litre fitted withspray set

hour 2.00 840.00 1,680.00


Bitumen Emulsion (RS-1) @ 1.40 kg per sqm t 1.40 36,696.81 51,375.53Crushed stone chipping, 9.5 mm nominal size @0.008 cum per sqm

cum 8.00 440.00 3,520.00


(B) By Mechanical MeansCase – I: Nominal chipping size 13.2 mm Unit = sqmTaking output = 7500 sqm a) Labour



hour 6.00 2,100.00 12,600.00


hour 6.00 250.00 1,500.00

Front end loader 1 cum bucket capacity hour 6.00 764.00 4,584.00Bitumen Emulsion pressure distributor hour 6.00 840.00 5,040.00Three wheel 80-100 kN static roller hour 18.75 400.00 7,500.00

c) MaterialBitumen Emulsion (RS-1) @ 1.50 kg per sqm t 11.25 36,696.81 412,839.11Crushed stone chipping, 13.2 mm nominal size @0.010 cum per sqm

cum 75.00 440.00 33,000.00

d) OH & Contractor's profit @ 12.5% on (a+b+c) 60,362.37Cost of 7500 sqm = a+b+c+d 543,261.37Rate per sqm = (a+b+c+d)/7500 72.43Case – II: Nominal chipping size 9.5 mmUnit = sqmTaking output = 7500 sqm


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3a) Labour



hour 6.00 2,100.00 12,600.00


hour 6.00 250.00 1,500.00

Front end loader 1 cum bucket capacity hour 6.00 764.00 4,584.00Bitumen emulsion pressure distributor @ 1750 sqmper hour

hour 6.00 840.00 5,040.00

Three wheel 80-100 kN static roller hour 15.00 400.00 6,000.00c) Material

Bitumen Emulsion (RS-1) @ 1.40 kg per sqm t 10.50 36,696.81 385,316.51Crushed stone chipping, 9.5 mm nominal size @0.008 cum per sqm

cum 60.00 440.00 26,400.00


Note:

5.8 507.2.5

Unit = cumTaking output = 30 cum(I) Bitumen (S-90)

a) Labour Mate day 0.60 194.50 116.70Mazdoor (Unskilled) day 15.00 194.50 2,917.50

b) MachineryBitumen boiler oil fired, capacity 1000 litre itre hour 6.00 160.00 960.00

Mixall 6-10 t capacity hour 6.00 1,036.20 6,217.20c) Material

Bitumen @1 per cent by weight of chips(30x1.6)/100

t 0.48 44,543.81 21,381.03

d) OH & Contractor's profit @ 12.5% on (a+b+c) 3,949.05Cost of 30 cum = a+b+c+d 35,541.48Rate per cum = (a+b+c+d)/30 1,184.72

(II)Bitumen (S-65)a) Labour


b) Machinery

Where the proposed aggregate fails to pass the stripping value test, an approved adhesion agent may be added to the binder as per Clause 507.24. Alternatively, chips may be pre-coated as per Clause 507.25.

Pre-coating of chips with 1 per cent of paving bitumen byweight of chips in a suitable mixer duly heated to 160degree C as per Technical Specification Clause 507.2.5

Pre-coating Chips


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Bitumen boiler oil fired, capacity 1000 litre itre hour 6.00 160.00 960.00Mixall 6-10 t capacity hour 6.00 1,036.20 6,217.20

c) MaterialBitumen @1 per cent by weight of chips(30x1.6)/100

t 0.48 44,966.00 21,583.68

d) OH & Contractor's profit @ 12.5% on (a+b+c) 3,974.39Cost of 30 cum = a+b+c+d 35,769.47Rate per cum = (a+b+c+d)/30 1,192.32

5.9 508

Case - I By Manual Means(I) Bitumen (S-90)

Unit = sqmTaking output = 500 sqm (10 cum)a) Labour

Mate day 1.08 194.50 210.06Mazdoor (Unskilled) day 21.00 194.50 4,084.50Mazdoor (Semi-Skilled) day 6.00 196.30 1,177.80

b) MachineryMixall 6/10 t capacity hour 4.00 1,036.20 4,144.80Bitumen boiler oil fired 1000 litre capacity fittedwith spray set

hour 4.00 160.00 640.00


Bitumen (S-90) @ 14.60 kg per 10 sqm t 0.73 44,543.81 32,516.98Crushed stone chipping, 13.2 mm to 5.6 mm @0.27 cum per 10 sqm

cum 13.50 535.00 7,222.50


(II)Bitumen (S-65)Unit = sqmTaking output = 500 sqm (10 cum)a) Labour


b) MachineryMixall 6/10 t capacity hour 4.00 1,036.20 4,144.80Bitumen boiler oil fired1000 litre capacity fittedwith spray set

hour 4.00 160.00 640.00

Three wheel 80-100 kN static roller hour 2.00 400.00 800.00

Providing, laying and rolling of open-graded premix carpetof 20 mm thickness composed of 13.2 mm to 5.6 mmaggregates either using penetration grade bitumen oremulsion to required line, grade and level to serve aswearing course on a previously prepared base, includingmixing in a suitable plant, laying and rolling with a threewheel 80-100 kN static roller capacity, finished to requiredlevel and grades to be followed by seal coat of either TypeA or Type B or Type C as per Technical Specification Clause508.

20mm thick Open-Graded Premix Carpet usingBituminous (penetration grade/modified bitumen)Binder


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3c) Material

Bitumen (S-65) @ 14.60 kg per 10 sqm t 0.73 44,966.00 32,825.18Crushed stone chipping, 13.2 mm to 5.6 mm @0.27 cum per 10 sqm

cum 13.50 535.00 7,222.50


(IIIPolymer Modified BitumenUnit = sqmTaking output = 500 sqm (10 cum)a) Labour

Mate day 1.08 194.50 210.06Mazdoor (Skilled) day 21.00 194.50 4,084.50Mazdoor (Semi-Skilled) day 6.00 196.30 1,177.80


hour 4.00 160.00 640.00


Polymer Modified Bitumen @ 14.60 kg per 10 sqm t 0.73 48,775.00 35,605.75

Crushed stone chipping, 13.2 mm to 5.6 mm @0.27 cum per 10 sqm

cum 13.50 535.00 7,222.50


(IV)Crumb Rubber Modified BitumenUnit = sqmTaking output = 500 sqm (10 cum)a) Labour



hour 4.00 160.00 640.00


Crumb Rubber Modified Bitumen @ 14.60 kg per10 sqm

t 0.73 48,775.00 35,605.75


cum 13.50 535.00 7,222.50


(V) Natural Rubber Modified BitumenUnit = sqmTaking output = 500 sqm (10 cum)a) Labour

Mate day 1.08 194.50 210.06


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Mazdoor (Unskilled) day 21.00 194.50 4,084.50Mazdoor (Semi-Skilled) day 6.00 194.50 1,167.00

b) MachineryMixall 6/10 t capacity hour 4.00 1,036.20 4,144.80Bitumen boiler oil fired1000 litre capacity fittedwith spray set

hour 4.00 160.00 640.00


Natural Rubber Modified Bitumen @ 14.60 kg per10 sqm

t 0.73 49,565.00 36,182.45


cum 13.50 535.00 7,222.50


Case - II By Mechanical Means(I) Bitumen (S-90)


Mate day 0.52 194.50 101.14Mazdoor (Unskilled) day 10.00 194.50 1,945.00 Mazdoor (Skilled) day 3.00 199.90 599.70

b) MachineryHMP 30/40 t per hour hour 6.00 7,150.00 42,900.00Electric generator set 125 KVA hour 6.00 700.00 4,200.00Front end loader 1 cum bucket capacity hour 6.00 764.00 4,584.00Tipper 5.5 10 t capacity hour 3.64 250.00 910.00Paver finisher hour 6.00 1,200.00 7,200.00Three wheel 80-100 kN static roller hour 16.00 400.00 6,400.00

c) MaterialBitumen (S-90) @ 14.60 kg per 10 sqm t 5.84 44,543.81 260,135.85Crushed stone chipping, 13.2 mm to 5.6 mm @0.27 cum per 10 sqm

cum 108.00 535.00 57,780.00



Mate day 0.52 194.50 101.14Mazdoor (Unskilled) day 10.00 194.50 1,945.00 Mazdoor (Skilled) day 3.00 199.90 599.70


c) MaterialBitumen (S-65) @ 14.60 kg per 10 sqm t 5.84 44,966.00 262,601.44


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Crushed stone chipping, 13.2 mm to 5.6 mm @0.27 cum per 10 sqm

cum 108.00 535.00 57,780.00



Mate day 0.52 194.50 101.14Mazdoor (Unskilled) day 10.00 194.50 1,945.00 Mazdoor skilled for checking line and levels day 3.00 199.90 599.70


c) MaterialPolymer Modified Bitumen @ 14.60 kg per 10 sqm t 5.84 48,775.00 284,846.00


cum 108.00 535.00 57,780.00





c) MaterialCrumb Rubber Modified Bitumen @ 14.60 kg per10 sqm

t 5.84 48,775.00 284,846.00


cum 108.00 535.00 57,780.00




Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Mate day 0.52 194.50 101.14Mazdoor (Unskilled) day 10.00 194.50 1,945.00Mazdoor (Skilled) day 3.00 199.90 599.70


c) MaterialNatural Rubber Modified Bitumen @ 14.60 kg per10 sqm

t 5.84 49,565.00 289,459.60


cum 108.00 535.00 57,780.00


5.10 508.2

Unit = sqmTaking output = 900 sqm (24.3 cum)a) Labour


b) MachineryConcrete mixer 0.4/0.28 cum capacity hour 6.00 190.00 1,140.00Three wheel 80-100 kN static roller hour 3.60 400.00 1,440.00

c) MaterialBitumen emulsion (RS-1) @ 21.50 kg per 10 sqm t 1.94 36,696.81 71,191.81

Crushed stone aggregates 13.2 mm to 5.6 mm @0.27 cum per 10 sqm

cum 24.30 535.00 13,000.50


5.11 509

By Manual MeansType A(I) Bitumen (S-90)

Unit = sqm

20 mm thick Open Graded Premix Carpet usingBitumen Emulsion as per Technical SpecificationClause 508.2

Providing, laying and rolling of close-graded premixsurfacing material of 20 mm thickness composed of 11.2mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B)aggregates using penetration grade bitumen to requiredline, grade and level to serve as wearing course on apreviously prepared base, including mixing in a suitableplant, laying and rolling with a three wheel 8-10 kN staticroller and finishing to required level and grades as perTechnical Specification Clause 509

Mix Seal Surfacing


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Taking output = 500 sqm a) Labour


b) MachineryMixall 6-10 t capacity hour 6.00 1,036.20 6,217.20Oil fired bitumen boiler 1000 litre capacity fittedwith spray set

hour 6.00 160.00 960.00


Bitumen (S-90) @ 22 kg per 10 sqm t 1.10 44,543.81 48,998.19Stone crushed aggregates 11.2 mm to 0.09 mm @0.27 cum per 10 sqm

cum 13.50 295.00 3,982.50





hour 6.00 160.00 960.00


Bitumen (S-65) @ 22 kg per 10 sqm t 1.10 44,966.00 49,462.60Stone crushed aggregates 11.2 mm to 0.09 mm @0.27 cum per 10 sqm

cum 13.50 295.00 3,982.50





hour 6.00 160.00 960.00


Polymer Modified Bitumen @ 22 kg per 10 sqm t 1.10 48,775.00 53,652.50Stone crushed aggregates 11.2 mm to 0.09 mm @0.27 cum per 10 sqm

cum 13.50 295.00 3,982.50



Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description





hour 6.00 160.00 960.00


Crumb Rubber Modified Bitumen @ 22 kg per 10sqm

t 1.10 48,775.00 53,652.50

Stone crushed aggregates 11.2 mm to 0.09 mm @0.27 cum per 10 sqm

cum 13.50 295.00 3,982.50





hour 6.00 160.00 960.00


Natural Rubber Modified Bitumen @ 22 kg per 10sqm

t 1.10 49,565.00 54,521.50


cum 13.50 295.00 3,982.50


Type B(I) Bitumen (S-90)



b) MachineryMixall 6-10 t capacity hour 6.00 1,036.20 6,217.20


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Oil fired bitumen boiler 1000 litre capacity fittedwith spray set

hour 6.00 160.00 960.00


Bitumen (S-90) @ 19 kg per 10 sqm t 0.95 44,543.81 42,316.62Stone crushed aggregates 13.2 mm to 0.09 mm @0.27cum per 10 sqm

cum 13.50 295.00 3,982.50





hour 6.00 160.00 960.00


Bitumen (S-65) @ 19 kg per 10 sqm t 0.95 44,966.00 42,717.70Stone crushed aggregates 13.2 mm to 0.09 mm @0.27cum per 10 sqm

cum 13.50 295.00 3,982.50





hour 6.00 160.00 960.00


Polymer Modified Bitumen @ 19 kg per 10 sqm t 0.95 48,775.00 46,336.25Stone crushed aggregates 13.2 mm to 0.09 mm @0.27cum per 10 sqm

cum 13.50 295.00 3,982.50


(IV)Crumb Rubber Modified BitumenUnit = sqmTaking output = 500 sqm


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3a) Labour



hour 6.00 160.00 960.00


Crumb Rubber Modified Bitumen @ 19 kg per 10sqm

t 0.95 48,775.00 46,336.25

Stone crushed aggregates 13.2 mm to 0.09 mm @0.27cum per 10 sqm

cum 13.50 295.00 3,982.50





hour 6.00 160.00 960.00


Natural Rubber Modified Bitumen @ 19 kg per 10sqm

t 0.95 49,565.00 47,086.75

Stone crushed aggregates 13.2 mm to 0.09 mm @0.27cum per 10 sqm

cum 13.50 295.00 3,982.50


By Mechanical MeansType A(I) Bitumen (S-90)



b) MachineryHMP of appropriate capacity hour 6.00 7,150.00 42,900.00Electric generator set 125 KVA hour 6.00 700.00 4,200.00Front end loader 1 cum bucket capacity hour 6.00 764.00 4,584.00Tipper 5.5 10 t capacity hour 3.60 250.00 900.00Paver finisher hour 6.00 1,200.00 7,200.00


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Three wheel 80-100 kN static roller hour 18.00 400.00 7,200.00

c) Material Bitumen (S-90) @ 22 kg per 10 sqm t 8.80 44,543.81 391,985.53Stone crushed aggregates 11.2 mm to 0.09 mm @0.27 cum per 10 sqm

cum 108.00 295.00 31,860.00




b) MachineryHMP of appropriate capacity hour 6.00 7,150.00 42,900.00Electric generator set 125 KVA hour 6.00 700.00 4,200.00Front end loader 1 cum bucket capacity hour 6.00 764.00 4,584.00Tipper 5.5 10 t capacity hour 3.60 250.00 900.00Paver finisher hour 6.00 1,200.00 7,200.00Three wheel 80-100 kN static roller hour 18.00 400.00 7,200.00

c) Material Bitumen (S-65) @ 22 kg per 10 sqm t 8.80 44,966.00 395,700.80Stone crushed aggregates 11.2 mm to 0.09 mm @0.27 cum per 10 sqm

cum 108.00 295.00 31,860.00





c) MaterialPolymer Modified Bitumen @ 22 kg per 10 sqm t 8.80 48,775.00 429,220.00Stone crushed aggregates 11.2 mm to 0.09 mm @0.27 cum per 10 sqm

cum 108.00 295.00 31,860.00


(IV)Crumb Rubber Modified BitumenUnit = sqmTaking output = 4000 sqm (80 cum)


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3a) Labour



c) MaterialCrumb Rubber Modified Bitumen @ 22 kg per 10

sqmt 8.80 48,775.00 429,220.00


cum 108.00 295.00 31,860.00





c) Material* Natural Rubber Modified Bitumen @ 22 kg per 10sqm

t 8.80 49,565.00 436,172.00


cum 108.00 295.00 31,860.00


Type B(I) Bitumen (S-90)



b) MachineryHMP of appropriate capacity hour 6.00 7,150.00 42,900.00Electric generator set 125 KVA hour 6.00 700.00 4,200.00Front end loader 1 cum bucket capacity hour 6.00 764.00 4,584.00


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Tipper 5.5 10 t capacity hour 3.60 250.00 900.00Add 10 per cent of cost of carriage to cover cost ofloading and unloading

90.00

Paver finisher hour 6.00 1,200.00 7,200.00Three wheel 80-100 kN static roller hour 18.00 400.00 7,200.00

c) MaterialBitumen (S-90) @ 19 kg per 10 sqm t 7.60 44,543.81 338,532.96Stone crushed aggregates 13.2 mm to 0.09 mm @0.27 cum per 10 sqm

cum 108.00 295.00 31,860.00





c) MaterialBitumen (S-65) @ 19 kg per 10 sqm t 7.60 44,966.00 341,741.60Stone crushed aggregates 13.2 mm to 0.09 mm @0.27 cum per 10 sqm

cum 108.00 295.00 31,860.00





c) MaterialPolymer Modified Bitumen @ 19 kg per 10 sqm t 7.60 48,775.00 370,690.00


cum 108.00 295.00 31,860.00



Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description





c) MaterialCrumb Rubber Modified Bitumen @ 19 kg per 10sqm

t 7.60 48,775.00 370,690.00


cum 108.00 295.00 31,860.00





c) MaterialNatural Rubber Modified Bitumen @ 19 kg per 10sqm

t 7.60 49,565.00 376,694.00


cum 108.00 295.00 31,860.00


5.12 510Providing and laying seal coat sealing the voids in abituminous surface laid to the specified levels, grade andcross fall using Type A, Type B and Type C as per TechnicalSpecification Clause 510

* Any one of the above alternatives may be adopted.

Seal Coat


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3A. By Manual MeansCase - I : Type A(I) Bitumen (S-90)




hour 2.20 128.00 281.60


Bitumen (S-90) @ 9.80 kg per 10 sqm t 1.078 44,543.81 48,018.23Crushed stone chipping of 6.7 mm size 100 percent passing 11.2 mm sieve and retained on 2.36mm sieve applied @ 0.09 cum per 10 sqm

cum 9.90 365.00 3,613.50





hour 2.20 128.00 281.60


Bitumen (S-65) @ 9.80 kg per 10 sqm t 1.078 44,966.00 48,473.35Crushed stone chipping of 6.7 mm size 100 percent passing 11.2 mm sieve and retained on 2.36mm sieve applied @ 0.09 cum per 10 sqm

cum 9.90 365.00 3,613.50




b) Machinery


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Bitumen boiler oil fired, capacity 1000 litre fittedwith spray set

hour 2.20 128.00 281.60


Polymer Modified Bitumen @ 9.80 kg per 10 sqm t 1.078 48,775.00 52,579.45

Crushed stone chipping of 6.7 mm size 100 percent passing 11.2 mm sieve and retained on 2.36mm sieve applied @ 0.09 cum per 10 sqm

cum 9.90 365.00 3,613.50





hour 2.20 128.00 281.60


Crumb Rubber Modified Bitumen @ 9.80 kg per 10sqm

t 1.078 48,775.00 52,579.45


cum 9.90 365.00 3,613.50





hour 2.20 128.00 281.60


Natural Rubber Modified Bitumen @ 9.80 kg per 10sqm

t 1.078 49,565.00 53,431.07


cum 9.90 365.00 3,613.50


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3d) OH & Contractor's profit @ 12.5% on (a+b+c) 8,010.82Cost of 1100 sqm = a+b+c+d 72,097.36Rate per sqm = (a+b+c+d)/1100 65.54

Case - II : Type B(I) Bitumen (S-90)


Mate day 0.85 194.50 165.33Mazdoor (Unskilled) day 15.00 194.50 2,917.50Mazdoor (Semi-Skilled) day 2.00 196.30 392.60

b) MachineryMixall 6/10 t capacity hour 2.50 1,036.20 2,590.50Three wheel 80-100 kN static roller hour 2.50 400.00 1,000.00Bitumen boiler oil fired 1000 litre capacity fittedwith spray set

hour 2.50 160.00 400.00

c) MaterialBitumen (S-90) @ 6.80 kg per 10 sqm t 0.85 44,543.81 37,862.24Crushed sand or grit as passing 2.36 mm sieve andretained on 180 micron sieve applied @ 0.06 cumper 10 sqm

cum 7.50 376.81 2,826.08





hour 2.50 160.00 400.00

c) MaterialBitumen (S-65) @ 6.80 kg per 10 sqm t 0.85 44,966.00 38,221.10Crushed sand or grit as passing 2.36 mm sieve andretained on 180 micron sieve applied @ 0.06 cumper 10 sqm

cum 7.50 376.81 2,826.08




b) MachineryMixall 6/10 t capacity hour 2.50 1,036.20 2,590.50


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Three wheel 80-100 kN static roller hour 2.50 400.00 1,000.00Bitumen boiler oil fired 1000 litre capacity fittedwith spray set

hour 2.50 160.00 400.00

c) MaterialPolymer Modified Bitumen @ 6.80 kg per 10 sqm t 0.85 48,775.00 41,458.75

Crushed sand or grit as passing 2.36 mm sieve andretained on 180 micron sieve applied @ 0.06 cumper 10 sqm

cum 7.50 376.81 2,826.08





hour 2.50 160.00 400.00

c) MaterialCrumb Rubber Modified Bitumen @ 6.80 kg per 10sqm

t 0.85 48,775.00 41,458.75


cum 7.50 376.81 2,826.08





hour 2.50 160.00 400.00

c) MaterialNatural Rubber Modified Bitumen @ 6.80 kg per 10sqm

t 0.85 49,565.00 42,130.25


cum 7.50 376.81 2,826.08



Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description


Case - III : Type C(I) Bitumen (S-90)


Mate day 1.15 194.50 223.68Bitumen Sprayer day 1.00 199.90 199.90Mazdoor (Unskilled) for carrying of chips &spraying

day 22.00 194.50 4,279.00

Mazdoor (Semi-Skilled) day 5.00 196.30 981.50b) Machinery

Bitumen boiler oil fired 1000 litre capacity fittedwith spray set

hour 2.20 160.00 352.00


Bitumen (S-90) @ 6.50 kg per 10 sqm t 0.715 44,543.81 31,848.82Crushed stone chipping of 6.7 mm size defined as100% passing 9.5 mm sieve and retained on 2.36mm sieve applied @ 0.09 cum.

cum 9.90 365.00 3,613.50



Mate day 1.15 194.50 223.68Bitumen Sprayer day 1.00 199.90 199.90Mazdoor (Unskilled) day 22.00 194.50 4,279.00Mazdoor (Semi-Skilled) day 5.00 196.30 981.50

b) MachineryBitumen boiler oil fired 1000 litre capacity fittedwith spray set

hour 2.20 160.00 352.00


Bitumen (S-65) @ 6.50 kg per 10 sqm t 0.715 44,966.00 32,150.69Crushed stone chipping of 6.7 mm size defined as100% passing 9.5 mm sieve and retained on 2.36mm sieve applied @ 0.09 cum.

cum 9.90 365.00 3,613.50





Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3b) Machinery

Bitumen boiler oil fired 1000 litre capacity fittedwith spray set

hour 2.20 160.00 352.00


Polymer Modified Bitumen @ 6.50 kg per 10 sqm t 0.715 48,775.00 34,874.13Crushed stone chipping of 6.7 mm size defined as100% passing 9.5 mm sieve and retained on 2.36mm sieve applied @ 0.09 cum.

cum 9.90 365.00 3,613.50

d) OH & Contractor's profit @ 12.5% on (a+b+c) 5,675.46Cost of 1100 sqm = a+b+c+d 51,079.16Rate per sqm =(a+b+c+d)/1100 46.44


Mate day 1.15 194.50 223.68Bitumen Sprayer day 1.00 199.90 199.90Mazdoor Unskilled) day 22.00 194.50 4,279.00Mazdoor (Semi-Skilled) day 5.00 196.30 981.50


hour 2.20 160.00 352.00


Crumb Rubber Modified Bitumen @ 6.50 kg per 10sqm

t 0.715 48,775.00 34,874.13

Crushed stone chipping of 6.7 mm size defined as100% passing 9.5 mm sieve and retained on 2.36mm sieve applied @ 0.09 cum.

cum 9.90 365.00 3,613.50





hour 2.20 160.00 352.00


Natural Rubber Modified Bitumen @ 6.50 kg per 10sqm

t 0.715 49,565.00 35,438.98

Crushed stone chipping of 6.7 mm size defined as100% passing 9.5 mm sieve and retained on 2.36mm sieve applied @ 0.09 cum.

cum 9.90 365.00 3,613.50



Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description


Note:

B. By Mechanical MeansCase - I : Type A(I) Bitumen (S-90)



b) MachineryHydraulic self propelled chips spreader hour 6.00 2,100.00 12,600.00Tipper 5.5 cum capacity hour 6.00 250.00 1,500.00Front end loader 1 cum bucket capacity hour 6.00 764.00 4,584.00Bitumen pressure distributor hour 6.00 840.00 5,040.00Three wheel 80-100 kN static roller hour 15.00 400.00 6,000.00

c) MaterialBitumen (S-90) @ 9.80 kg per 10 sqm t 7.35 44,543.81 327,397.00Crushed stone chipping of 6.7 mm size 100 percent passing 11.2 mm sieve and retained on 2.36mm sieve applied @ 0.09 cum per 10 sqm

cum 67.50 365.00 24,637.50


(II)Bitumen (S-65)Unit = sqmTaking output = 7500 sqm (67.5 cum)a) Labour




cum 67.50 365.00 24,637.50


(IIIPolymer Modified BitumenUnit = sqmTaking output = 7500 sqm (67.5 cum)a) Labour


Since seal coat is provided immediately over the bituminouslayers, hydraulic broom for cleaning has not been catered.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3b) Machinery

Hydraulic self propelled chips spreader hour 6.00 2,100.00 12,600.00Tipper 5.5 cum capacity hour 6.00 250.00 1,500.00Front end loader 1 cum bucket capacity hour 6.00 764.00 4,584.00Bitumen pressure distributor hour 6.00 840.00 5,040.00Three wheel 80-100 kN static roller hour 15.00 400.00 6,000.00

c) MaterialPolymer Modified Bitumen @ 9.80 kg per 10 sqm t 7.35 48,775.00 358,496.25Crushed stone chipping of 6.7 mm size 100 percent passing 11.2 mm sieve and retained on 2.36mm sieve applied @ 0.09 cum per 10 sqm

cum 67.50 365.00 24,637.50


(IV)Crumb Rubber Modified BitumenUnit = sqmTaking output = 7500 sqm (67.5 cum)a) Labour



c) MaterialCrumb Rubber Modified Bitumen @ 9.80 kg per 10 st 7.35 48,775.00 358,496.25Crushed stone chipping of 6.7 mm size 100 percent passing 11.2 mm sieve and retained on 2.36mm sieve applied @ 0.09 cum per 10 sqm

cum 67.50 365.00 24,637.50


(V) Natural Rubber Modified BitumenUnit = sqmTaking output = 7500 sqm (67.5 cum)a) Labour



c) MaterialNatural Rubber Modified Bitumen @ 9.80 kg per 10 t 7.35 49,565.00 364,302.75Crushed stone chipping of 6.7 mm size 100 percent passing 11.2 mm sieve and retained on 2.36mm sieve applied @ 0.09 cum per 10 sqm

cum 67.50 365.00 24,637.50



Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Rate per sqm = (a+b+c+d)/7500 62.98

Note:

510 Case - II : Type B(I) Bitumen (S-90)



b) MachineryHMP of 30/40 t per hour hour 2.00 7,150.00 14,300.00Electric generator set 125 KVA hour 2.00 700.00 1,400.00Front end loader 1 cum bucket capacity hour 2.00 764.00 1,528.00Tipper 5.5 10 t capacity hour 1.36 250.00 340.00Paver finisher hour 2.00 1,200.00 2,400.00Three wheel 80-100 kN static roller hour 10.00 400.00 4,000.00

c) MaterialBitumen (S-90) @ 6.80 kg per 10 sqm t 3.40 44,543.81 151,448.95Crushed sand defined as passing 2.36 mm sieveand retained on 180 micron sieve applied @ 0.06cum per 10 sqm

cum 30.00 376.81 11,304.30





c) MaterialBitumen (S-65) @ 6.80 kg per 10 sqm t 3.40 44,966.00 152,884.40Crushed sand defined as passing 2.36 mm sieveand retained on 180 micron sieve applied @ 0.06cum per 10 sqm

cum 30.00 376.81 11,304.30




b) Machinery

Since seal coat is provided immediately over the bituminouslayers, Hydraulic broom for cleaning has not been catered.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3HMP of 30/40 t per hour hour 2.00 7,150.00 14,300.00Electric generator set 125 KVA hour 2.00 700.00 1,400.00Front end loader 1 cum bucket capacity hour 2.00 764.00 1,528.00Tipper 5.5 10 t capacity hour 1.36 250.00 340.00Paver finisher hour 2.00 1,200.00 2,400.00Three wheel 80-100 kN static roller hour 10.00 400.00 4,000.00

c) MaterialPolymer Modified Bitumen @ 6.80 kg per 10 sqm t 3.40 48,775.00 165,835.00Crushed sand defined as passing 2.36 mm sieveand retained on 180 micron sieve applied @ 0.06cum per 10 sqm

cum 30.00 376.81 11,304.30




b) MachineryHMP of 30 / 40 t per hour hour 2.00 7,150.00 14,300.00Electric generator set 125 KVA hour 2.00 700.00 1,400.00Front end loader 1 cum bucket capacity hour 2.00 764.00 1,528.00Tipper 5.5 10 t capacity hour 1.36 250.00 340.00Paver finisher hour 2.00 1,200.00 2,400.00Three wheel 80-100 kN static roller hour 10.00 400.00 4,000.00

c) MaterialCrumb Rubber Modified Bitumen @ 6.80 kg per 10 st 3.40 48,775.00 165,835.00Crushed sand defined as passing 2.36 mm sieveand retained on 180 micron sieve applied @ 0.06cum per 10 sqm

cum 30.00 376.81 11,304.30





c) MaterialNatural Rubber Modified Bitumen @ 6.80 kg per 10 t 3.40 49,565.00 168,521.00Crushed sand defined as passing 2.36 mm sieveand retained on 180 micron sieve applied @ 0.06cum per 10 sqm

cum 30.00 376.81 11,304.30


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description


Note:

Case - III : Type C(I) Bitumen (S-90)





cum 67.50 365.00 24,637.50


(II)Bitumen (S-65)Unit = sqmTaking output = 7500 sqm (67.5 cum)a) Labour




cum 67.50 365.00 24,637.50


(IIIPolymer Modified BitumenUnit = sqmTaking output = 7500 sqm (67.5 cum)a) Labour

Since seal coat is required to be provided over the premixcarpet on the same day, out of the 6 working hours of theHMP, 4.00 hours are proposed to be utilised for the premixcarpet and the balance 2.00 hours have been considered forthis case.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description



c) MaterialPolymer Modified Bitumen @ 6.50 kg per 10 sqm t 4.88 48,775.00 238,022.00Crushed stone chipping of 6.7 mm size 100 percent passing 9.5 mm sieve and retained on 2.36mm sieve applied @ 0.09 cum per 10 sqm

cum 67.50 365.00 24,637.50


(IV)Crumb Rubber Modified BitumenUnit = sqmTaking output = 7500 sqm (67.5 cum)a) Labour



c) MaterialCrumb Rubber Modified Bitumen @ 6.50 kg per 10 st 4.88 48,775.00 238,022.00Crushed stone chipping of 6.7 mm size 100 percent passing 9.5 mm sieve and retained on 2.36mm sieve applied @ 0.09 cum per 10 sqm

cum 67.50 365.00 24,637.50

d) OH & Contractor's profit @ 12.5% on (a+b+c) 36,674.36Cost of 7500 sqm = a+b+c+d 330,069.26Rate per sqm =(a+b+c+d)/7500 44.01

(V) Natural Rubber Modified BitumenUnit = sqmTaking output = 7500 sqm (67.5 cum)a) Labour



c) MaterialNatural Rubber Modified Bitumen @ 6.50 kg per 10 t 4.88 49,565.00 241,877.20Crushed stone chipping of 6.7 mm size 100 percent passing 9.5 mm sieve and retained on 2.36mm sieve applied @ 0.09 cum per 10 sqm

cum 67.50 365.00 24,637.50


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description


Note:

5.13 511

Note:

Supply of stone aggregates from approved sourcesconforming to the physical requirement, specified in therespective clauses, including royalties, fees rents, collection,transportation, stacking and testing and measured in cumas per Clause 511.5.

Competitive market rates to be ascertained. Alternatively,rates for stone crushing given in Chapter 1 may be adopted,if found economical. In case for supply of aggregates at siteare not available, nearest crusher site may be ascertained.Loading and unloading charges and cost of carriage may beadded to these rates to arrive at the cost at site.

Since seal coat is provided immediately over the bituminouslayers, Hydraulic broom for cleaning has not been catered.

Supply of Stone Aggregates for Pavement Courses


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 76.1 400

564.20 6.2 400

280.64 6.3 500 & 40Water Bound Macadam (WBM) - Sub-base

(A)

995.91(B)

894.616.4 1500 Cement Concrete Pavement

Unit = cumTaking output = 75 cum (172.50 t)(100 x 3.75 x 0.200)a) Labour

Mate day 7.00 194.50 1,361.50Mason (1st class) day 5.00 207.80 1,039.00Mason (2nd class) day 5.00 199.90 999.50Mazdoor (Unskilled) day 129.00 194.50 25,090.50Mazdoor (Skilled) day 6.00 199.90 1,199.40

day 2.00 207.80 415.60Mazdoor (Semi-Skilled) day 6.00 196.30 1,177.80Bhisti day 14.00 196.30 2,748.20

day 1.00 207.80 207.80

b) Machinery

using curing compound (where specified) and waterfinishing to lines and grade as per drawing andTechnical Specification Clause 1501

Surveyor

Blacksmith for cutting of dowel bars including removal of burrs, fabrications & fixing of dowel bars.

By Mechnical Means


Construction of un-reinforced, dowel jointed atexpansion and construction joint only, plain cementconcrete pavement, thickness as per design, over aprepared sub base, with 43 grade cement or any othertype as per Clause 1501.2.2 M30 (Grade), coarse andfine aggregates conforming to IS:383, maximum size ofcoarse aggregate not exceeding 25 mm, mixed in aconcrete mixer of not less than 0.2 cum capacity andappropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork asper drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators andfinished in continuous operation including provision ofcontraction and expansion, construction joints, applyingdebonding strips, primer, sealant, dowel bars, nearapproaches to bridge/culvert and construction joints,admixtures as approved, curing of concrete slabs for 14-d

Rate as per item No.4.1 of Chapter 4Lime Treated SoilRate as per item No.4.5 of Chapter 4

By Manual Means


Chapter 6CEMENT CONCRETE PAVEMENT

Description

Granual Sub-base3


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3hour 36.00 190.00 6,840.00

Needle vibrator hour 9.00 60.00 540.00Screed vibrator hour 9.00 310.00 2,790.00Plate vibrator hour 9.00 400.00 3,600.00

hour 4.00 150.00 600.00

Water tanker 6 kl capacity hour 5.00 300.00 1,500.00Air Compressor (1 hour initial + 1 hour final) hour 2.00 300.00 600.00

c) Material(i) Crushed stone coarse aggregates, grading will cum 67.50 525.00 35,437.50(ii) Sand as per IS:383 and conforming to Clause

1500.2.4.2 @ 0.45 cum/cum of concretecum 33.75 332.31 11,215.46

(iii) Cement @ 310 kg/cum of concrete t 26.25 7,670.20 201,342.75(iv) Polythene sheet 125 micron sqm 412.50 17.00 7,012.50(v) Mild steel dowel bar 25 mm dia of grade S 240.

(4 x 20 x 0.500) + 5 per cent wastage = 42 m kg 117.60 42.20 4,962.79Bitumen primer @ 200 ml per joint for 23 joints t 0.005 34,096.81 170.48

Bituminous sealant 800 ml per joint for 23 joints

litre 19.00 70.00 1,330.00

Jute rope 12 mm dia including 5 per cent wastage

m 90.00 50.00 4,500.00

Debonding strips 3.75 m (length) x 10 mm m 90.00 6.00 540.00Polythene sheathing, covering 2/3rd dowel bars No. 483.00 4.00 1,932.00Plasticizer 0.5 per cent by weight of cement litre 122.00 81.00 9,882.00Curing compound (if used) @ 0.33 litre per sqm

litre 131.25 550.00 72,187.50

Water for curing kl 18.00 16.00 288.00Joint filler board 20 mm thick as per IS:1838(4 x 3.75 x 0.200 = 3 sqm)

sqm 3.00 363.00 1,089.00

d) Formwork @ 3% of (a+b+c) 12,045.31e) OH & Contractor's profit @ 12.5% on (a+b+c+d) 51,830.57Cost for 75 cum = a+b+c+d+e 466,475.17Rate per cum = (a+b+c+d+e)/75 6,219.67

6.5 1500 Roller Compacted Concrete Pavement


Concrete mixer 0.28 / 0.4 cum capacity (6 mixers)with weigh batcher and suitable capacity calibratedwater tank

Concrete joint cutting machine for initial & final cuts

Construction of Roller Compacted Concrete Pavement(RCCP) with coarse and fine aggregates conforming toIS:383, the size of coarse aggregate not exceeding 25mm with minimum aggregate cement ratio of 5:1 mmand with minimum cemnt content of 310 kg per cum,aggregate gradation to be as per Table 602.2 afterblending, mixing in concrete mixer at optimum moisturecontent, transporting to site, laying with wheel barrowsor steel pans or with mechanical paver, compacting with80-100 kN smooth wheel, tandem vibratory roller, toachieve, the designed flexural strength, finishing andcuring as per drawings and Technical Specification Clause1502


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3(i) Mate day 6.00 194.50 1,167.00(ii) Mazdoor (Unskilled) day 132.00 194.50 25,674.00(iii) Mason (1st class) day 4.00 207.80 831.20(iv) Mason (2nd class) day 4.00 199.90 799.60(v) Surveyor day 2.00 207.80 415.60(vi) Bhisti day 14.00 196.30 2,748.20

b) Machinery(i) Concrete mixer 0.28 / 0.04 cum capacity (6

mixers) with weigh batcher and suitable capacity calibrated water tank

hour 36.00 190.00 6,840.00

(ii) Vibratory/80-100 kN Static Roller hour 6.00 1,200.00 7,200.00

(iii) Concrete joint cutting machine for day’s end work and regular joint cutting.

hour 6.00 150.00 900.00

(iv) Water tanker 6 kl capacity hour 6.00 300.00 1,800.00(v) Air compressor (1 hour initial + 1 hour final) hour 2.00 300.00 600.00

c) Material(i) Crushed stone coarse aggregates grading as

per Clause 1501.2.4.1 (Table 1500.3) @ 0.90 cum/cum of concrete conforming to Clause 600.4.4

cum 67.50 525.00 35,437.50

(ii) Sand as per IS:383 and conforming to Clause cum 33.75 332.31 11,215.46(iii) Cement @ 310 kg/cum of concrete t 23.25 7,670.20 178,332.15(iv) Bitminous primer @ 200 ml per joint for 21

jointst 0.004 34,096.81 136.39

(v) Jute rope 10 mm dia including 5 per cent wastage

m 90.00 50.00 4,500.00

(vi) Bituminous sealant @ 800 ml per joint for 21 joints

kg 16.80 70.00 1,176.00

(vii) Curing compound @ 0.33 litre per sqm l 131.25 550.00 72,187.50(viii)Water for mixing and curing for 14-days day 18.00 16.00 288.00

d) Formwork @ 2% of (a+b+c) 7,044.97e) OH & Contractor's profit @ 12.5% on (a+b+c+d) 44,911.70Cost for 75 cum = a+b+c+d+e 404,205.27Rate per cum = (a+b+c+d+e)/75 5,389.40

Note:

6.6 1500 Rectangular Concrete Block Pavement

Unit = sqmTaking output = 112.5 sqm

cum 14.18 1,836.24 26,028.70

cum 2.70 1,836.24 4,957.85

TOTAL cum 16.88a) Labour

When curing compound is used 4-days water curing willbe done

Concrete M30 grade for block, 700 x (0.450 x 0.300 x0.150)

Concrete M30 for edge block, 2 x 100 x (0.300 x 0.300 x0.150)

Manufacturing, laying of cement concrete blocks of size0.450 m x 0.300 m x 0.15 m of Cement Concrete (C.C.)M30 garde and spreading 25 mm thick sand under neathand filling joints with sand on existing W.B.M. base asper Technical Specification Clause 1503.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3

(i) Mate day 1.70 194.50 330.65(ii) Mazdoor (Unskilled) day 41.00 194.50 7,974.50(iii) Mason (2nd class) day 6.00 199.90 1,199.40(iv) Bhisti day 1.40 196.30 274.82

b) MachineryConcrete mixer 0.28 / 0.4 cum hour 6.00 190.00 1,140.00Plate vibrator hour 12.00 400.00 4,800.00Water tanker 6 kl capacity hour 2.00 300.00 600.00

c) Material(i) Coarse aggregates (9.450 x 0.84) cum 7.94 627.05 4,978.78(ii) Sand (9.450 x 0.42) cum 3.97 332.31 1,319.27(iii) Cement t 3.80 7,670.20 29,146.76(iv) Sand as per Table 1500.5 cum 1.725 332.31 573.23

Bed = 60*0.025 = 1.5 cumJoints = 1.5*0.15 = 0.225 cum

(v) Cost of water kl 6.00 16.00 96.00d) Formwork @ 3% of (a+b+c) 1,573.00e) OH & Contractor's profit @ 12.5% on (a+b+c+d) 6,750.80Cost for 112.5 sqm = a+b+c+d+e 60,757.22Rate per sqm = (a+b+c+d+e)/112.5 540.06

Note: i.

ii.

6.7 1500 Interlocking Concrete Block Pavement(1)


Mate day 1.00 194.50 194.50Mazdoor (Unskilled) day 17.00 194.50 3,306.50Mason (2nd class) day 8.00 199.90 1,599.20

b) MachineryWater tanker 6 kl capacity hour 2.00 300.00 600.00

c) Material(i) Providing inter-locking blocks of approved

shape, thickness and size.sqm 225.00 297.00 66,825.00

(ii) Edge blocks 60 mx2 m 120.00 0.00 0.00(iii) Sand as per Table 1500.5 cum 7.23 332.31 2,402.60

Bed = 603x75x 0.03 = 6.75 cumJoints = 60x0.08 = 0.48 cum

(iv) Water for wetting of bedding sand kl 3.00 16.00 48.00d) OH & Contractor's profit @ 12.5% on (a+b+c) 9,371.98Cost for 225 sqm = a+b+c+d 84,347.78Rate per sqm = (a+b+c+d)/225 374.88

In case curing compound is used in places wherethere is scarcity of water, the water curing will beused for 4-days and rate analysis will be amendedaccordingly

Carriage of C.C. block to site of is payableseperately as per Chapter of carriage of materialfrom manufacturing site to the site of work.

Providing and Laying of Interlocking ConcreteBlock Pavements having thickness 80 mm asper drawings and Technical SpecificationClause 1504.

Labour for Manufacturing the Cement Concrete Block :


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3(2)


Mate day 0.90 194.50 175.05Mazdoor (Unskilled) day 15.00 194.50 2,917.50Mason (2nd class) day 7.00 199.90 1,399.30

b) MachineryWater tanker 6 kl capacity hour 2.00 300.00 600.00

c) Material(i) Providing inter-locking blocks sqm 225.00 201.00 45,225.00(ii) Edge blocks m 120.00 0.00 0.00(iii) Sand as per Table 1500.5 cum 5.42 332.31 1,801.12(iv) Water kl 3.00 16.00 48.00d) OH & Contractor's profit @ 12.5% on (a+b+c) 6,520.75Cost for 225 sqm = a+b+c+d 58,686.72Rate per sqm = (a+b+c+d)/225 260.83

Note: i.

ii.

iii.

Edge blocks may be cast-in-situ. Brick masonry toewall or CC block 300 mm x 300 mm x 150 mm orany other shape can also be used and their costshall be analysed/included accordingly

The rates for sub-grade, sub-base and base coursecan be taken from Chapters 3 and 4

Providing and Laying of Interlocking ConcreteBlcok Pavements having thickness 60 mm asper drawing and Technical SpecificationClause 1504

Carriage of interlocking blocks is payable seperatelyas per Chapter of carriage of material frommanufacturing site to the site of work.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 77.1 1400,

300, 600

700 & 800

Construction of Cut-off Walls/Head Walls

(i)

Rate as per item No.11.1 of Chapter 11 cum 182.05(ii)

Rate as per item No.11.4 (ii) of Chapter 11 cum 3,732.80(iii)

Rate as per item No.11.5 (ii) of Chapter 11 cum 4,173.88(iv)

Rate as per item No.11.6 (ii) of Chapter 11 cum 2,722.19(v)

Rate as per item No.12.13 of Chapter 12 m 268.47Note:

7.2 300cum 12.73

7.3 400cum 564.20

7.4 400cum 995.91

7.5 1500cum 6,219.67

7.6 1400 & 1300

(i)

cum 524.62(ii)

cum 1,633.89(iii)

cum 3,807.46Note

7.7 1400 & 1600

cum7.8 1400,

1100 & 800

(i)As per item No.9.2 of Chapter 9 cum 3,732.80

Guide Posts

Construction of R.C.C. guide posts of 250 mm dia, M25grade as per drawing and technical specification Clause1401.6Rate as per item No.8.8 of Chapter 8Bedding for Causeway

Type A (concrete cradle) Bedding Clause 1402.5

Rate as per item No.14.2 of Chapter 14Providing and Laying of Apron with CementConcrete Blocks as per Drawing and TechnicalSpecification Clause 1301

Rate as per item No.14.3 of Chapter 14Any one of the items appropriate may be taken

Rate as per item No.6.4 of Chapter 6Providing and Laying Apron with StoneBoulders as per Drawings & TechnicalSpecification Clause 1301Rate as per item No.14.1 of Chapter 14Providing and Laying of Boulder Apron Laid inWire Crates as per Drawing and TechnnicalSpecification Clause 1301

Rate as per item No.4.1 of Chapter 4W.B.M. Base CourseRate as per item No.4.7 of Chapter 4Cement Concrete Slab

Rate as appropriate for the type of soil/rock are to betaken in (i)

Preparation of SubgradeRate as per item No.3.15 of Chapter 3Granular Sub-base

Brick masonry in cement mortar 1:4

Stone masonry in cement mortar 1:4

Providing P.C.C M20 architectural coping on top ofwall

Chapter 7CAUSEWAY AND SUBMERSIBLE BRIDGES

Description

Earthwork in excavation for structures as per drawingand technical specification Clause 305.

3

Plain cement concrete M15 grade


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3(ii)

As per item No.9.2 of Chapter 9 cum 516.457.9 1400 &

1100As per item No.9.3 of Chapter 9 m 4,892.57

7.10 1400 & 1100

As per item No.9.4 of Chapter 9 m 8,728.82

Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6

Laying Reinforced Cement Concrete Pipe NP4 as per technical specification Clause 1402.6

Type B (first class) Bedding Clause 1402.5


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 78.1 200 Site Clearance

As per Chapter 28.2 1600 Setting Out

Unit = 1km

(1)

(2)

(3)

(1) Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1

(a) Earthwork in excavation for foundation as per drawing and technical specifications.Rate as per item No.11.1 of Chapter 11 cum 1.2 182.05 218.46

(b) Stone masonry work in cement mortar 1:4 in foundation complete as per drawing and technical specifications Rate as per item No.11.6 of Chapter 11 cum 1.2 2,722.19 3,266.63

(c) Plaster with cement mortar 1:4 as per technical specificationsRate as per item No.12.3 of Chapter 12 sqm 4.00 128.57 514.28Add 5% of (a+b+c) for white washing, 199.97Total Cost for each Reference Pillar 4,199.35

(2) Construction of back piller as per Fig. 1600.1( c) as per drawing and Technical Specification Clause 1602.3

(a) Earthwork in excavation for foundation as per drawing and technical specifications Rate as per item No. 11.1 of Chapter 11 cum 3.6 182.05 655.39

(b) Stone masonary work in cement mortar 1:4 in foundation complete as per drawing and technical specifications Rate as per itme No. 11.6 Chapter 11 cum 3.6 2,722.19 9,799.90

(c) Plaster with cement mortar 1:4 as per technical specificationsRate as per item No. 12.3 of Chapter 12 sqm 45.00 128.57 5,785.69Add 5% of (a+b+c) for white washing, 812.05Total Cost for each back Pillar 17,053.02

(3) Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4

(a) Earthwork in excavation for foundation as per drawing and technical specification Rate as per item No.11.1 of Chapter cum 0.096 182.05 17.48

Construction of back pillars in front of eachreference pillar as per Fig. 1600.1 (c )

Construction of job pillars as per Fig. 1600.1 (d)

Chapter 8HILL ROADS

Description

Construction of reference pillars (burjee) @ 20 mon both sides as per Fig. 1600.1 (b) and @ 8.33 minterval on curves

The analysis of rate per km shall account for thefollowing:

3


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3(b) Stone masonary work in cement mortar1:4 in

foundation complete as per drawing and technical specification Rate as per item No. 11.6 of Chapter 11 cum 0.096 2,722.19 261.33

(c) Plaster with cement mortar 1:4 as per drawing and technical specification Rate as per Item No.12.3 of Chapter 12 sqm 0.96 128.57 123.43Add 5% of (a+b+c) for white washing, 20.11Total Cost for each Job Pillar 422.35

Note: (i)

(ii)

8.3 1600 &300

Earthwork in Hill Road

(i)

A) Excavation in soil in Hilly Area by Unit = cumTaking output = 120 cum


b) OH & contractor's profit @ 12.5% on (a) 1,517.10Cost for 120 cum = (a+b) 13,653.90Rate per cum = (a+b)/120 113.78

B) Extra for Every Additional Lift of 1.5 m Excavation in SoilUnit = cumTaking output = 10 cum

a) LabourMazdoor (Unskilled) day 0.55 194.50 106.98

b) OH & contractor's profit @ 12.5% on (a) 13.37Cost for 10 cum = (a+b) 120.35Rate per cum = (a+b)/10 12.03

(ii)

A) Excavation in soil in Hilly Area by Unit = cumTaking output = 260 cum

a) LabourMate day 0.80 194.50 155.60Mazdoor (Unskilled) for trimming slopes and helping in excavation, etc.

day 20.00 194.50 3,890.00

b) MachineryDozer D-50 @ 43.28 cum per hour hour 6.00 2,100.00 12,600.00Front end loader hour 6.00 764.00 4,584.00

c) OH & contractor's profit @ 12.5% on (a+b) 2,653.70Cost for 260 cum = a+b+c 23,883.30

Excavation in Hilly Areas in Soil by manualmeans.

The dimensions of reference pillars, back pillarsand job pillars are as per figure/site conditions.The above items are covered under differentChapters of MORD Specifications for payment.

The marking of centre line, setting out, curves,recording of levels, etc. by the surveyor will beincidental to work and no extra payment shall bemade for the same.

Excavation in Hilly Areas in Soil bymechanical means


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Rate per cum = (a+b+c)/260 91.86

B) Extra for Every Additional Lift of 1.5 m Excavation in SoilUnit = cumTaking output = 10 cum


b) OH & contractor's profit @ 12.5% on (a) 13.37Cost for 10 cum = (a+b) 120.35Rate per cum = (a+b)/10 12.03

Note: (i)

(ii)

(iii)

(iii)

A) Excavation in ordinary rock using Unit = cumTaking output = 120 cum

a) LabourMate day 5.28 194.50 1,026.96Mazdoor (Unskilled) day 132.00 194.50 25,674.00

b) OH & contractor's profit @ 12.5% on (a) 3,337.62Cost for 120 cum = a+b 30,038.58Rate per cum = (a+b)/120 250.32

B) Extra for Every Additional Lift of 1.5 m For Ordinary RockUnit = cumTaking output = 10 cum


b) OH & contractor's profit @ 12.5% on (a) 20.91Cost for 10 cum = a+b 188.18Rate per cum = (a+b)/10 18.82

(iv)


Mate day 0.68 194.50 132.26Mazdoor (Unskilled) day 17.00 194.50 3,306.50Mazdoor for disposing of earth upto 20 m day 9.00 194.50 1,750.50

Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting

In case the land on the valley side is barren andthere is no objection for disposing of excavatedearth on the valley side, the provision of front endloader and tipper shall be deleted as excavatedearth shall be disposed off on the valley side.

Excavation in hilly area in ordinary rock notrequiring blasting by mechanical means includingcutting and trimming of slopes and disposal of cutmaterial with a lift upto 1.5 m and lead upto 20 mas per Clause 1603.2.

For disposal of excavated surplus earth beyond 20m, the relevant items of carriage be followed

In case, alternative machine like hydraulicexcavator 0.9 cum bucket capacity is necessitedbecause of site conditions, the same can be used.Excavation in Hilly Area in Ordinary Rock bymanual means


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3b) Machinery

Dozer D-50 @ 28.32 cum per hour hour 6.00 2,100.00 12,600.00Hydraulic Excavator 0.9 cum bucket capacity hour 4.25 1,400.00 5,950.00

c) OH & contractor's profit @ 12.5% on (a+b) 2,967.41Cost for 170 cum = a+b+c 26,706.67Rate per cum = (a+b+c)/170 157.10

Note: (i)

(ii)

(v)

A) Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.Unit = cumTaking output = 170 cum

a) LabourMate day 1.36 194.50 264.52Mazdoor (Unskilled) day 22.00 194.50 4,279.00Driller day 2.00 194.50 389.00Blaster day 10.00 194.50 1,945.00

b) MachineryDozer D-50 @ 56.67 cum per hour (blasted rock)

hour 3.00 2,100.00 6,300.00

Hydraulic Excavator 0.9 cum bucket capacity @ 34 cum per hour

hour 5.00 1,400.00 7,000.00

Air compressor 210 cfm with two jack hammer @ 6 cum per hour

hour 28.00 300.00 8,400.00

c) MaterialsGelatine 80 per cent kg 67.00 144.00 9,648.00Electric detonators @ 1 detonator for 1 Gelatine stick of 285 gm each

nos 235.00 35.00 8,225.00

d) OH & contractor's profit @ 12.5% on (a+b+c) 5,806.32Cost for 170 cum = a+b+c+d 52,256.84Rate per cum = (a+b+c+d)/170 307.39

B) Extra for Every Additional Lift of 1.5 m or Part thereofFor Hard RockUnit = cumTaking output = 10 cum


b) OH & contractor's profit @ 12.5% on (a) 26.26Cost for 10 cum = a+b 236.32Rate per cum = (a+b)/10 23.63

In case the land on the valley side is barren andthere is no objection for disposing of excavatedearth on the valley side, the provision of front endloader and tipper shall be deleted as excavatedearth shall be disposed off on the valley side.In case, alternative machine like hydraulicexcavator 0.9 cum bucket capacity is necessitedbecause of site conditions, the same can be used.Excavation in Hilly Areas in Hard Rockrequiring blasting


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Note: (1)

(2)

(3)

8.4 1600, 600 &700

Retaining Walls / Breast Walls

(i) Rate as per item No.11.1 of Chapter 11 cum 182.05

(ii) Plain cement concrete M 10 gradeRate as per item No.11.4 of Chapter 11 cum 3,611.23

(iii) Stone masonry in cement mortar 1:5cum 2,584.41

(iv) Pointing with cement mortar 1:3Rate as per item No.12.2 of Chapter 12 sqm 429.71

(v)

Rate as per item No.12.13 of Chapter 12 m 268.47(vi)

Rate as per item No. 12.11 of Chapter 12 cum 1,520.22(vii)

Rate as per item No. 12.10 of Chapter 12 cum 506.32Note: 1

2

8.5 1600, 700, 300& 800

Construction of Hill Side Drain

Unit = 1 m(i)

Construction of hill side drain in accordance with therequirement of specifications true to lines and grades.Dimesions and other particulars as per drawing andTechnical Specification Clause 1606.1

Earthwork in excavation for structures as per drawing and technical specification

Providing P.C.C. M 20 architectural coping on top of retaining wall/breast wall

Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 m

Quantities of material/work shall be as per designand drawings

Earth work in excavation may be taken as per siteconditions. It may comprise of a number of sub-items depending upon the type of soil/rockencountered.

In case the land on the valley side is barren andthere is no objection for disposing of excavatedearth on the valley side, the provision of front endloader and tipper shall be deleted as excavatedearth shall be disposed off on the valley side.In case of hill roads, the altitude effect comes intoplay. The output of men and machines decreasesprogressively after 2100 m elevation leading toincrease in cost. High altitude effect has beenexplained in the basic approach.

The arrangement for igniting the detonator iscovered under overheads

Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604

Earthwork in excavation for structures

Rate as per item No. 12.4 (III) (iii) of Chapter 12

Back filling behind retaining wall/breast wall


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Rate as per item No.11.1 of Chapter 11 cum 182.05 0.00

(ii) Plain cement concrete M10 gradeRate as per item No.11.4 of Chapter 11 cum 3,611.23 0.00

(iii) Stone masonry in cement mortar 1:5Rate as per item No.12.4 (III) (iii) of Chapter 12 cum 2,584.41 0.00

(iv) Plain cement concrete M15 gradeRate as per item No.11.4 of Chapter 11 cum 3,732.80 0.00

(v)

Rate as per item No.12.3 of Chapter 12 cum 128.57 0.00(vi)

Rate as per item No.12.13 of Chapter 12 m 268.47 0.00Rate per m length (i+ii+iii+iv+v+vi) 0.00

Note: 1

2

8.6 1600, 300,700 &800

Construction of Catch Water / Intercepting Drain

Unit = 1 m(i)

Rate as per item No.11.1 of Chapter 11 cum 182.05 0.00(ii) Plain cement concrete M10 grade

Rate as per item No.11.4 of Chapter 11 cum 3,611.23 0.00(iii) Stone masonry in cement mortor 1:5

Rate as per item No.12.4 (III) (iii) of Chapter 12 cum 2,584.41 0.00(iv) Plain cement concrete M15 grade

Rate as per item No.11.4 of Chapter 11 cum 3,732.80 0.00(v)

Rate as per item No. 12.3 of Chapter 12 sqm 128.57 0.00(vi)

Rate as per item No.12.13 of Chapter 12 m 268.47 0.00Rate per m length (i+ii+iii+iv+v+vi) m 0.00

Note: 1

2

Quantities of material/work shall be as per designand drawingsEarth work in excavation may be taken as per siteconditions. It may comprise of a number of sub-items depending upon the type of soil/rockencountered.

Earth work in excavation may be taken as per siteconditions. It may comprise of a number of sub-items depending upon the type of soil/rockencountered.

Construction of catch water/intercepting drain inrandom rubble masonry in 1:5 cement mortar true tothe specified lines grades levels and dimensions as perthe requirement of the specifications Clause 1606.2

Earthwork in excavation for structures as per drawing and technical specification

Providing P.C.C. M 20 architectural coping on top of wall

Providing P.C.C. M20 architectural coping on top of wall

Quantities of material/work shall be as per designand drawings

Cement plaster 15 mm thick 1:4 on stone masonry

Cement plaster 15 mm thick 1:4 on stone masonry


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

38.7 1600,

300 &700

Construction of Scupper

Unit = 1 mTaking output = 6 m(i)

Rate as per item No.11.1 of Chapter 11 cum 115.00 182.05 20,935.98Rate per m = a/6 3,489.33

(ii) Quantity for 6 m formation width = 38 cuma) Labour

Mate day 3.80 194.50 739.10Mason (1st Class) day 38.00 207.80 7,896.40Mazdoor (Unskilled) day 57.00 194.50 11,086.50

b) MaterialsStone for RR masonary cum 38.00 195.00 7,410.00Bond stone nos 266.00 34.90 9,283.40

c) OH & contractor's profit @ 12.5% on (a+b) 4,551.93Cost for 6 m = a+b+c 40,967.33Rate per m = (a+b+c)/6 6,827.89

(iii)

a) LabourMate day 0.72 194.50 140.04Mason (2nd class) day 6.00 199.90 1,199.40Mazdoor (Unskilled) day 12.00 194.50 2,334.00

b) MaterialsCorbelling Stones size 300 mm x 150 mm x 150 mm including wastage

nos 1,335.00 68.00 90,780.00

c) OH & contractor's profit @ 12.5% on (a+b) 11,806.68Cost for 6 m = a+b+c 106,260.12Rate per m = (a+b+c)/6 17,710.02

(iv)

Quantity for 6 m formation width = 10 cuma) Labour


b) MaterialsLoose stone cum 12.00 185.00 2,220.00

c) OH & contractor's profit @ 12.5% on (a+b) 353.36Cost for 6 m = a+b+c 3,180.20Rate per m = (a+b+c)/6 530.03

Rate per m length= (i + ii + iii + iv) 28,557.27

Quantity for 6 m formation width of hill side rockcutting and foundation as per plate No. 7.27 ofRural Road Manual

Stone filling in foundation trenches as per drawing and technical specification

Construction of scupper with dry stone masonry as perdrawing and technical specifications as per Clause1606.5.

Earthwork in excavation for structures as per drawing and technical specifications

Quantity for 6 m formation width = 9 cum

Random course rubble dry stone masonry in corbelling

Random rubble dry stone masonry


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Note: 1

2

3

8.8 1400, 1700 &800

(i) Earth work in excavation for structuresUnit = cumRates as per item No. 11.1 of Chapter 11 cum 182.05

(ii) RCC M15 gradeUnit = cumRate as per item No. 11.4 of Chapter 11 cum 3,732.80

(iii) HYSD steel barsUnit = tRate as per item No. 12.6 of Chapter 12 t 54,567.69

(iv)

Unit = sqmRate as per item No.10.5 of Chapter 10 sqm 73.91

Note:8.9 1600

Unit = 1 m

a) LabourMate day 0.18 194.50 35.01Mazdoor (Unskilled) day 3.00 194.50 583.50Mason (2nd class) day 1.50 199.90 299.85

b) Materialsnos 100.00 66.00 6,600.00

c)

45 x 0.500 = 22.50Rate as per item No.10.5 of Chapter 10 sqm 22.50 73.91 1,662.95

d) OH & contractor's profit @ 12.5% on (a+b+c) 1,147.66Cost for 45 m = a+b+c+d 10,328.98Rate per m = (a+b+c+d)/45 229.53

8.10 1600 &309

Turfing with Sods

Unit = sqm

Quantities of parapet are not included in thequantities of scupper.

The above analysis is based on plate No.7.27 ofRural Roads Manual.

Rates for earth work are to be taken appropriate to the type of soil/rock

Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2

Painting two coats including prime coat on new concrete surface

Providing edge stones on valley side of formation Quantities are to be taken as per drawing

Taking Output = 45 m (100 no of edge stones of size450 mm x 300 mm x 100 mm)

Stones of size 450 mmx300 mmx100 mmPainting two coats including priming coat on new concrete/stone surfaces

Furnishing and laying of the live sods of perennial turfforming grass on embankment slope, verges or otherlocations shown on the drawing or as directed by theEngineer including preparation of ground, stacking thesods and watering as per Clause 309


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Taking output = 100 sqma) Labour


b) Machineryhour 4.00 300.00 1,200.00

Tractor with Trolley hour 1.00 300.00 300.00c) Materials

cum 0.18 295.00 53.10

Water kl 24.00 16.00 384.00d) OH & contractor's profit @ 12.5% on (a+b+c) 343.28Cost for 100 sqm = a+b+c+d 3,089.50Rate per sqm = (a+b+c+d)/100 30.89

8.11 1600 &300

Seeding and Mulching



b) Machineryhour 13.00 300.00 3,900.00

Tractor with Trolley hour 2.40 300.00 720.00c) Materials

Seeds kg 3.60 8.25 29.70cum 0.43 295.00 126.85

Bitumen Emulsion t 0.055 34,096.81 1,875.32sqm 264.00 30.00 7,920.00

Water for 3 months kl 84.00 16.00 1,344.00d) OH & contractor's profit @ 12.5% on (a+b+c) 2,368.76Cost for 240 sqm = a+b+c+d 21,318.83Rate per sqm = (a+b+c+d)/240 88.83

Sludge/Farm yard manure @ 0.18 cum per 100sqm

Water tanker including watering for 3 months

Jute netting, open weave, 25 mm square opening

Preparation of seed bed on previously laid top soil,furnishing and placing of seeds, fertilizer, multchingmaterial, applying bituminous emulsion at the rate of0.23 l per sqm and laying and fixing jute netting,including watering for 3 months all as per Clause 310.

Water tanker 6 kl capacity including watering for 3months (for one hour per week)

Farmyard manure @ 0.18 cum per 100 sqm at siteof work


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 79.1 1100 &

300Excavation for Structures

Unit = cumRate as per item No.11.1 of Chapter 11 182.05

9.2 1100 & 800

Bedding for Pipe

(i) Type A (Concrete Cradle) Bedding

Unit = cumRate as per Item No.11.4 (II)(i) of Chapter 11 cum 1.00 3,732.80 3,732.80

(ii) Type B (First Class) Bedding

Unit = cumRate as per Item No.11.2 of Chapter 11 cum 1.00 516.45 516.45

9.3 1100

Unit = mTaking output = 7.5 m (3 pipes of 2.5 m length each)(A) 1200 mm dia

a) LabourMate day 0.14 194.50 27.23Mason (1st Class) day 0.50 207.80 103.90Mazdoor (Unskilled) day 3.00 194.50 583.50

b) MaterialSand at site cum 0.05 312.31 15.62Cement at site t 0.07 7,670.20 536.91RCC pipe NP3 pipe including collar at site m 7.50 4,180.00 31,350.00

c) OH & contractor's profit @ 12.5% on (a+b) 4,077.14Cost for 7.5 m = a+b+c 36,694.30Rate per m = (a+b+c)/7.5 4,892.57

(B) 1000 mm diaa) Labour

Mate day 0.09 194.50 17.51

3

Rate as applicable for the type of soil/rock are to be taken

Chapter 9PIPE CULVERTS

Description

Earthwork in excavation for foundation of structuresupto 3 m depth as per drawing and technicalspecification Clause 1104 includding setting out,construction of shoring and bracing, removal of stumpsand other deleterious matter, dressing of sides andbottom and backfilling with approved material.

Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)

Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

Providing and Laying Reinforced CementConcrete Pipe NP3 as per design in Single Row

Providing and laying reinforced cement concrete pipeNP3 for culverts on first class bedding of granularmaterial in single row including fixing collar withcement mortar 1:2 but excluding excavation, protectionworks, backfilling, concrete and masonry works in headwalls and parapets Clause 1106.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 73

Description

Mason (1st Class) day 0.25 207.80 51.95Mazdoor (Unskilled) day 2.00 194.50 389.00

b) MaterialSand at site cum 0.04 312.31 12.49Cement at site t 0.03 7,670.20 230.11RCC pipe NP3 concrete pipe including collar at site

m 7.50 3,923.29 29,424.68

c) OH & contractor's profit @ 12.5% (a+b) 3,765.72Cost for 7.5 m = a+b+c 33,891.44Rate per m = (a+b+c)/7.5 4,518.86

(C) 750 mm diaa) Labour

Mate day 0.05 194.50 9.73Mason (1st Class) day 0.15 207.80 31.17Mazdoor (Unskilled) day 1.20 194.50 233.40


m 7.50 2,126.18 15,946.35


Note:

9.4 1100

Unit = mTaking output = 7.5 m (3 pipes of 2.5 m length each)(A) 1200 mm dia





Mate day 0.09 194.50 17.51Mason (1st Class) day 0.25 207.80 51.95

The labour rate for 600 mm dia Hume pipe may bederived from the rates for 750 dia by decreasing 20 percent

Providing and Laying Reinforced CementConcrete Pipe NP4 as per design in Single Row

Providing and laying reinforced cement concrete pipeNP4 for culverts on first class bedding of granularmaterial in single row including fixing collar withcement mortar 1:2 but excluding excavation, protectionworks, backfilling, concrete and masonry works in headwalls and parapets Clause 1106.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 73

Description

Mazdoor (Unskilled) day 2.00 194.50 389.00b) Material

Sand at site cum 0.04 312.31 12.49Cement at site t 0.03 7,670.20 230.11RCC pipe NP4 concrete pipe including collar at site

m 7.50 6,235.00 46,762.50



Mate day 0.05 194.50 9.73Mason (1st Class) day 0.15 207.80 31.17Mazdoor (Unskilled) day 1.20 194.50 233.40


m 7.50 3,970.00 29,775.00


Note:

9.5 1100

Unit = mTaking output = 7.5 m (6 pipes of 2.5 m length each in two rows)(A) 1200 mm dia

a) LabourMate day 0.34 194.50 66.13Mason (1st Class) day 1.20 207.80 249.36Mazdoor (Unskilled) day 7.20 194.50 1,400.40

b) MaterialSand at site cum 0.11 312.31 34.35Cement at site t 0.14 7,670.20 1,073.83RCC pipe NP3 concrete pipe including collar at site

m 15.00 4,180.00 62,700.00



Mate day 0.22 194.50 42.79Mason 1st Class day 0.60 207.80 124.68

The labour rate for 600 mm dia Hume pipe may bederived from the rates for 750 dia by decreasing 20 percent Providing and Laying Reinforced CementConcrete Pipe NP3 as per Design in Double Row

Providing and laying reinforced cement concrete pipeNP3 for culverts on first class bedding of granularmaterial in double row including fixing collar withcement mortar 1:2 but excluding excavation, protectionworks, backfilling, concrete and masonry works in headwalls and parapets as per Clause 1106.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 73

Description

Mazdoor (Unskilled) day 4.80 194.50 933.60b) Material

Sand at site cum 0.08 312.31 24.98Cement at site t 0.06 7,670.20 460.21RCC pipe NP3 concrete pipe including collar at site

m 15.00 3,923.29 58,849.35



Mate day 0.11 194.50 21.40Mason 1st Class day 0.30 207.80 62.34Mazdoor (Unskilled) day 2.40 194.50 466.80



Note:

9.6 1100

Unit = mTaking output = 7.5 m (6 pipes of 2.5 m length each in two rows)(A) 1200 mm dia

a) LabourMate day 0.34 194.50 66.13Mason (1st Class) day 1.20 207.80 249.36Mazdoor (Unskilled) day 7.20 194.50 1,400.40

b) MaterialSand at site cum 0.11 312.31 34.35Cement at site t 0.14 7,670.20 1,073.83RCC pipe NP4 concrete pipe including collar at site

m 15.00 7,590.00 113,850.00




The labour rate for 600 mm dia Hume pipe should bedecreased by 20 per centProviding and Laying Reinforced CementConcrete Pipe NP4 as per Design in Double Row

Providing and laying reinforced cement concrete pipeNP4 for culverts on first class bedding of granularmaterial in double row including fixing collar withcement mortar 1:2 but excluding excavation, protectionworks, backfilling, concrete and masonry works in headwalls and parapets as per Clause 1106.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 73

Description


m 15.00 6,235.00 93,525.00






Note:

9.7 1100

Unit = mTaking output = 7.5 m (3 pipes of 2.5 m length each)



m 7.50 990.00 7,425.00

c) OH & contractor's profit @ 12.5% (a+b) 964.20Cost for 7.5 m = a+b+c 8,677.84Rate per m = (a+b+c)/7.5 1,157.05

Note:

9.8 1100

500 mm dia

The labour rate for 300 mm dia shall be decreased by20 per cent

Laying Cement Concrete Pipe NP4 (burried conduits) onfirst class bedding of granular material including fixingcollar with cement sand mortar 1:2 but excludingexcavation, protection works, backfilling, concrete andmasonary work in head wall and parapets

The labour rate for 600 mm dia Hume pipe should bedecreased by 20 per centLaying Cement Concrete Pipe NP3 (burried conduits) onfirst class bedding of granular material including fixingcollar with cement sand mortar 1:2 but excludingexcavation, protection works, backfilling, concrete andmasonary work in head wall and parapets


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 73

Description

Unit = mTaking output = 7.5 m (3 pipes of 2.5 m length each)



m 7.50 2,720.00 20,400.00


Note:

9.9 1100 & 800

Rate as per item No.11.4 of Chapter 11 cum 3,611.239.10 1100 &

600

(A) Brick Masonry in 1:4 cement mortarRate as per item No.11.5 (ii) Chapter 11 cum 4,173.88

(B)

Rate as per item No.11.5 (iii) Chapter 11 cum 4,375.179.11 1100 &

700

(A) In 1:4 cement mortarRate as per item No.11.6 (II) (ii) Chapter 11 cum 2,454.05

(B) In cement-lime mortar (1:0.5:4.5)Rate as per item No.11.6 (II) (iii) Chapter 11 cum 2,730.82

9.12 1100 & 600

Rate as per item No.12.2 of Chapter 12 10 sqm 429.71

9.13 1100 & 600

Rate as per item No.12.3 of Chapter 12 10 sqm 1,285.71

9.14 1100 & 300

Rate as per Item No.11.2 of Chapter 11 cum 516.45

Brick Masonry in cement-lime mortar(1:0.5:4.5)

500 mm dia

The labour rate for 300 mm dia shall be decreased by 20 per cent

Plain Cement Concrete M10 (1:3:6 nominal mix) inlevelling course below open foundation of Head walls asper drawings & Technical Specification Clause 1109

Brick Masonry Work in cement mortar in foundation ofHead walls complete exculding pointing and plasteringas per drawing and technical specification Clause 1109

Stone Masonry Work in cement mortar in foundation ofHead walls complete as per drawing and technicalspecification Clasue 1109

Pointing with Cement Mortar (1:3) on brickwork as pertechnical specification Clause 613.3

Plastering with Cement Mortar (1:4), 15 mm thick onbrickwork in substructure as per technical specification

Backfilling in Foundation Trenches as per drawing andtechnical specification Clause 1108


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 73

Description

9.15 1100, 600,

700 & 1200

Rate as per Item No.12.13 of Chapter 12 m 268.47

Providing PCC M20 Architectural Coping on the top ofwing wall, return wall etc. complete as per drawing andtechnical specification Clause 615


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 710.1 1700

i)

Unit = per cm height per lettera) Labour

Mate day 0.12 194.50 23.34Painter 1st Class day 2.00 199.90 399.80Mazdoor (Unskilled) day 1.00 194.50 194.50

b) MaterialPaint litre 0.70 210.00 147.00

c) OH & contractor's profit @ 12.5% on (a+b) 95.58Cost for 1600 cm = a+b+c 860.22

0.54

ii)

Unit = per cm height per lettera) Labour

Mate day 0.07 194.50 13.62Painter Ist class day 1.25 199.90 249.88Mazdoor day 0.50 194.50 97.25

b) MaterialPaint litre 0.50 210.00 105.00

c) OH & contractor's profit @ 12.5% on (a+b) 58.22Cost for 1600 cm = a+b+c 523.96

0.33

10.2 1700, 300, 800

Traffic Signs

A.(1)

Unit = eachTaking output = one traffic sign

Chapter 10TRAFFIC SIGNS, MARKINGS AND OTHER ROAD APPURTENANCES

Description

Printing new letter and figures of any shade withsynthetic enamel paint black or any other approvedcolour to give an even shade as per drawings andTechnical Specification Clause 1701

Printing New Letters and Figures of any Shade

Hindi (Matras commas and the like not to bemeasured and paid for. Half letters shall becounted as half only)

Hyphens, commas and the like not to be measuredand paid for. Detail for 100 letters of 160 mmheight, i.e., 1600 cm

Providing and fixing of retro-reflectorisedcautionary, mandatory and informatory sign as perIRC:67 made of encapsulated lens type reflectivesheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steelangle iron post 75 mm x 75 mm x 6 mm firmlyfixed to the ground by means of properly designedfoundation with M15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below groundlevel as per drawings and Technical Specification

English and Roman


Details for 100 letters of 160 mm height, i.e., 1600

3

Rate per cm height per letter =(a+b+c)/1600

Rate per cm height per letter = (a+b+c+d)/1600


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3i) Excavation for foundation

As per item No.11.1 of Chapter 11 cum 0.126 182.05 22.94ii) Cement concrete M15 grade

As per item No.11.4 of Chapter 11 cum 0.126 3,732.80 470.33iii) Painting Angle Iron Post with Primer

and two coats of Epoxy Paint as per specifications

As per item No.10.7 of this Chapter sqm 0.887 98.45 87.32a) labour (For fixing at site)


b) MaterialMild steel angle iron 75 x 75 x 6 mm kg 20.00 50.60 1,012.01Aluminium sheeting fixed with encapsulatedlens type reflective sheeting of size includinglettering and signs as applicable backgroundwith epoxy paint

sqm 3,680.00 0.00

Add 3 per cent of cost of angle iron towardscost of fabrication, drilling holes, nuts, bolts,etc.

30.36

i) 900 mm equilateral triangle sqm 0.35OR

ii) 600 mm equilateral triangle sqm 0.156OR

iii) 600 mm circular sqm 0.283OR

iv) 800 mm x 600 mm rectangular sqm 0.48OR

v) 600 mm x 450 mm rectangular sqm 0.27OR

vi) 600 mm x 600 mm square sqm 0.36OR

vii) 900 mm side octagon sqm 0.672c) Machinery

Tractor with trolley hour 0.08 300.00 24.00d) OH & contractor's profit @ 12.5% on (a+b+c) 139.62

1,256.56

(2)

Unit = eachTaking output = one traffic signi) Excavation for foundation


As per item No.11.4 of Chapter 11 cum 0.126 3,732.80 470.33a) Labour (For fixing at site)

Providing and fixing of retro-reflectorisedcautionary, mandatory and informatory sign as perIRC:67 made of encapsulated lens type reflectivesheeting vide Clause 1701.2.3, fixed overaluminium sheeting, 1.5 mm thick supported on GIpipe 50 mm dia firmly fixed to the ground bymeans of properly designed foundation with M-15grade cement concrete 450 mm x 450 mm x 600mm, 600 mm below ground level as per drawingsand Technical Specification Clause 1701

Rate per traffic sign = (i+ii+iii+a+b+c+e)


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description


b) Material50 mm dia GI Pipe 2.85 m long including 5per cent wastage

m 3.00 410.00 1,230.00

Aluminium sheeting fixed with encapsulatedlens type reflective sheeting of size includinglettering and signs as applicable backgroundwith epoxy paint

sqm 3,680.00 0.00

Add 3 per cent of cost of GI Pipe towards costof fabrication, drilling holes, nuts, bolts etc.







vii) 900 mm sides octagon sqm 0.672c) Machinery


1,960.91(3)

Unit = eachTaking output = one traffic signi) Excavation for foundation


As per item No.11.4 of Chapter 11 cum 0.126 3,732.80 470.33iii) Painting two coats including prime coat

on concrete surface with Epoxy Paint asper specificationsAs per item No.10.7 of this Chapter sqm 0.90 98.45 88.60

a) labour (For fixing at site)Mate day 0.01 194.50 1.95Mazdoor day 0.25 194.50 48.63

b) MaterialRCC M15 Grade in Sub-structureAs per item No.12.5 of Chapter 12 cum 0.0285 3,948.16 112.52Steel reinforcement HYSD bars

Providing and fixing of retro-reflectorisedcautionary, mandatory and informatory sign as perIRC:67 made of encapsulated lens type reflectivesheeting vide Clause 1701.2.3, fixed overaluminium sheeting, 1.5 mm thick supported onRCC Post 100 mm x 100 mm firmly fixed to theground by means of properly designed foundationwith M15 grade cement concrete 450 mm x 450mm x 600 mm, 600 mm below ground level as perapproved drawing Clause 1701

Rate per traffic sign = (i+ii+a+b+c+e)


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3As per item No.12.6 of Chapter 12 t 0.0077 54,567.69 420.17Aluminium sheeting fixed with encapsulatedlens type reflective sheeting of size includinglettering and signs as applicable backgroundwith epoxy paint

sqm 3,680.00 0.00

Add 3 per cent of cost of RCC Post towardscost of drilling holes, nuts, bolts, etc.

15.98







vii) 900 mm sides octagon sqm 0.672c) Machinery


1,283.02

Note: 1

2

3

B.

Unit = EachTaking output = one traffic sign

Any one area of aluminium sheeting given at (i) to(vii) may be adopted as per site requirement and inaccordance with IRC:67.

The rate for excavation, cement concrete M-15,RCC M-15 in Sub-structure, steel re-inforcementand painting may be taken from respectiveChapters. The depth of foundation and quantity of cementconcrete in the foundation are indicative. Thesemay be increased for areas having higher windvelocities like in coastal areas. This is applicable toall road signs and directions boards.


Providing and fixing of semi reflective cautionary,mandatory and informatory sign board as perIRC:67 made of 1.5 mm thick MS Sheet duly stovewhite colour in front and gray colour on back withred reflective border of 65 mm width and requiredletters and figures with reflective tape engineeringgrade as per Clause 1701.3.9 of MORD for RuralRoads of required shade and colour supported andwelded on 47mm x 47 mm x 12 SWG sheet tubefirmly fixed to the ground by mean of properlydesigned foundations with M-15 grade cementconcrete 450x450x600 mm, 600 mm below groundlevel as per approved drawing Clause 1701.2.2

Semi Reflective Traffic Signs


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3(i) Excavation foundations

As per Item No. 1 to 11.1 of Chapter 11 cum 0.126 182.05 22.94(ii) Cement concrete M-15 Grade

As per item no. 11.4 of Chapter 11 cum 0.126 3,732.80 470.33(iii)

As per item no 10.7 of Chapter 11 sqm 0.46 98.45 45.29a) Labour (For fixing at site)


b) MaterialSupport of M.S. Sheet tube

(I) 47 mm x 47 mm x 12 SWG Sheet kg 12.40 75.20 932.483050 mm long

(II) Angle iron 50 x 50 x 6 mm for hold fastincluding 5% wastage

kg 1.06 50.60 53.64

(III)

1.5 mm thick M.S. Sheet duly painted withstove enamelled paint including lettering,signs, border, message with reflective tape ofengineering grade required size, shade andcolour as per Technical Specifications

sqm 690.00 0.00

Add 3% cost of MS Sheet tube 12 SWG andangle irons towards the cost of fabrication,drilling holes, nuts and bolts etc.

29.58

i) 900 mm equilateral & triangle sqm 0.35OR

ii) 600 mm equilateral & triangle sqm 0.156OR




vi) 600 mm x 600 mm sqm 0.36OR

vii) 900 mm side octagon sqm 0.672c) Machinery

Tractor with Trolley hour 0.08 300.00 24.00d) OH & contractor's profit @ 12.5% on (a+b+c) 136.28

1,765.11

Note: 1

2

3 The depth of foundation and quantity of cement inthe foundation are indicative. These may beincreased for areas having higher wind velocitieslike in coastal area. This is applicable to all roadsigns and direction boards.

Painting steel tube posts with primer andtwo coats of epoxy paint as perspecifications

Any one area of M.S. Sheet given at (i) to (viii)may be adopted as per site requirement and inaccordance with IRC-67.

The rate for excavation, cement concrete M-15,and painting may be taken from respectiveChapters.



Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

310.3 1700,

800 & 300

A.(i)

Unit = sqmTaking output = 0.9 sqmi) Excavation for foundation

As per item No.11.1 of Chapter 11 cum 0.126 182.05 22.94ii) Cement concrete M-15 grade


and two coats of Epoxy Paint as perspecificationsRate as per item No.10.7 of this Chapter sqm 0.887 98.45 87.32

a) Labour (For fixing at site)Mate day 0.01 194.50 1.95Mazdoor (Unskilled) day 0.25 194.50 48.63

b) MaterialMild steel angle iron 75 x 75 x 6 mm kg 20.00 50.60 1,012.01Aluminium sheeting fixed with encapsulatedlens type reflective sheeting of size 0.90 sqmincluding lettering and signs as applicablebackground with epoxy paint

sqm 0.90 3,680.00 3,312.00


129.72

c) MachineryTractor with trolley hour 0.08 300.00 24.00

d) OH & contractor's profit @ 12.5% on (a+b+c) 566.04Cost for 0.9 sqm = (i+ii+iii+a+b+c+e) 5,674.93

6,305.48

Direction and Place Identification signs upto 0.9sqm size board

Providing and erecting direction and placeidentification retro-reflectorised sign as per IRC:67made of encapsulated lens type reflective sheetingvide Clause 1701.2.3, fixed over aluminiumsheeting, 2 mm thick with area not exceeding 0.9sqm supported on a mild steel single angle ironpost 75 x 75 x 6 mm firmly fixed to the ground bymeans of properly designed foundation with M-15grade cement concrete 450 x 450 x 600 mm, 600mm below ground level as per approved drawingand Technical Specification Clause 1701

Rate per sqm (for sign having area upto 0.9 sqm) = (i+ii+iii+a+b+c+e)/0.90



Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3(ii)





b) Material50mm dia GI Pipe 2.85 m long including 5 percent wastage

m 3.00 410.00 1,230.00


sqm 0.90 3,680.00 3,312.00

Add 3 per cent of cost of GI Pipe towards costof fabrication, drilling holes, nuts, bolts etc.

36.90


d) OH & contractor's profit @ 12.5% on (a+b+c) 581.68Cost for 0.9 sqm = a+b+c+e 5,235.15

5,816.84

(iii)



As per item No.11.4 of Chapter 11 cum 0.126 3,730.36 470.03

Providing and erecting direction and placeidentification retro-reflectorised sign as per IRC:67made of encapsulated lens type reflective sheetingvide Clause 1701.2.3, fixed over aluminiumsheeting, 2 mm thick with area not exceeding 0.9sqm supported on 2 inch dia GI Pipe firmly fixed tothe ground by means of properly designedfoundation with M-15 grade cement concrete 450 x450 x 600 mm, 600 mm below ground level as perapproved drawing and Tehnical SpecificationClause 1701.

Rate per sqm (for sign having area upto 0.9 sqm) = (a+b+c+e)/0.90 Providing and erecting direction and placeidentification retro-reflectorised sign as per IRC:67made of encapsulated lens type reflective sheetingvide Clause 1701.2.3, fixed over aluminiumsheeting, 2 mm thick with area not exceeding 0.9sqm supported on RCC Post 100 mm x 100 mmfirmly fixed to the ground by means of properlydesigned foundation with M-15 grade cementconcrete 450 x 450 x 600 mm, 600 mm belowground level as per approved drawing andTechnical Specification Clause 1701


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3iii) Painting two coats including prime coat

on concrete surface with Epoxy Paint asper specifications

As per item No.10.7 of Chapter 10 sqm 0.90 98.45 88.60a) Labour (For fixing at site)


b) MaterialRCC M-15 Grade in Sub-structureAs per item No.12.5 of Chapter 12 cum 0.0285 3,948.16 112.52Steel re-inforcement HYSD barsAs per item No.12.6 of Chapter 12 t 0.0077 59,292.69 456.55Aluminium sheeting fixed with encapsulatedlens type reflective sheeting of size includinglettering and signs as applicable backgroundwith epoxy paint

sqm 0.90 3,680.00 3,312.00

Add 3 per cent of cost of RCC Post towardscost of drilling holes, nuts, bolts etc.



4,944.56

Note: 1

2

3

B.

Rate per sqm (for sign having area upto 0.9 sqm) = (a+b+c+e)/0.90

Lettering and arrow markings on sign board to beprovided separately as per actual requirement.Rates for these items have been analysedseparately.The rate for excavation, cement concret M15, RCCM15 in Sub-structure, steel re-inforcement andpainting may be taken from respective Chapters.The depth of foundation and quantity of cementconcrete in the foundation are indicative. Thesemay be increased for areas having higher windvelocities like in coastal areas. This is applicable toall road signs and directions boards.

Direction and place indentification signs up to 0.9 sqm size board

Semi-Reflective Traffic signs


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3

Unit = eachTake Output = 0.9 sqm(i) Excavation for foundations

As per Item No. 11.1 of Chapter 11 cum 0.126 182.05 22.94(ii) Cement Concrete M-15 grade

As per Item No. 11.4 of Chapter 11 cum 0.126 3,732.80 470.33(iii) Painting on M.S. tube post with primer

and two coat of epoxy paint as perspecifications

As per item No.10.7 of Chapter 10 sqm 0.59 98.45 58.08a) Labour (For fixing at site)


b) Materialsi) Support of MS sheet tube

47 mm x 47 mm of 12 SWG sheet 3050 mmlong

kg 12.40 75.20 932.48

ii) Angle iron 50 x 50 x 6 mm for lugs including5% wastage

kg 1.06 50.60 53.64

iii) 2 mm thick MS sheet strengthened by 25 mmx 5 mm MS flat iron & painted with stoveenameled paint including lettering, signs,message, border with reflective tape ofengineering grade of required shade andcolour as per Technical Specifications.

sqm 0.90 920.00 828.00

Add 3% cost of MS sheet angle iron towardsthe cost of fabrications, drilling, holes, nuts,bolts, etc.

54.42

c) MachineryTractor with Trolley hour 0.08 300.00 24.00

d) OH & contractor's profit @ 12.5% on (a+b+c) 242.89Cost for 0.9 sqm = (i+ii+iii+a+b+c+e) 2,737.35Rate per sqm = (i+ii+iii+a+b+c+e) / 0.9 30,415.05

Note:

Providing and erecting direction and placeidentifications of semi reflective sign boards as perIRC:67 made of 2 mm thick M.S. Sheet duly stoveenameled paint in white colour in front and greycolour on back with red reflective border of 70 mmwidth and required message, letters, figures withreflective engineering grade tape as per MORDspecifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12SWG Square tube of 3050 mm height dulystrengthened by 25 mm x 5 mm M/s flat iron onedges on back firmly fixed to the ground by meansof properly designed foundations with M-15 gradecement concrete 450 mm x 450 mm x 600 mm,600 mm below ground level as per approveddrawing and Technical Specification Clause 1701

Rate for excavation, cement concrete M15 and paintingmay be taken from respective Chapters.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

310.4 1700,

800 & 300

A.(i)




and two coats of Epoxy Paint As per item No.10.7 of Chapter 10 sqm 1.774 98.45 174.65


b) MaterialMild steel angle iron 75 mm x 75 mm x 6 mm,2.85 m long, 2 nos. with 5 per cent wastage

kg 40.00 50.60 2,024.02


sqm 1.50 3,680.00 5,520.00


226.32


d) OH & contractor's profit @ 12.5% on (a+b+c) 988.44Cost for 1.5 sqm = i+ii+iii+a+b+c+e 10,057.11

6,704.74

Direction and Place Identification signs with size more than 0.9 sqm size board

Providing and erecting direction and placeidentification retro-\reflectorised sign as perIRC:67 made of encapsulated lens type reflectivesheeting vide Clause 1701.2.3, fixed overaluminium sheeting, 2 mm thick with areaexceeding 0.9 sqm supported on mild steel angleiron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmlyfixed to the ground by means of properly designedfoundation with M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below groundlevel as per approved drawing and TechnicalSpecification Clause 1701


Rate per sqm (for sign having area more than 0.9 sqm) = (i+ii+iii+a+b+c+e)/1.50


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3(ii)





b) Material50 mm dia GI Pipe 2.85 m long including 5

per cent wastagem 6.00 410.00 2,460.00

Aluminium sheeting fixed with encapsulated lens type reflective sheeting of size including lettering and signs as applicable background with epoxy paint

sqm 1.50 3,680.00 5,520.00

Add 3 per cent of cost of GI Pipe towards cost of fabrication, drilling holes, nuts, bolts, etc.

239.40


d) OH & contractor's profit @ 12.5% on (a+b+c) 1,044.57Cost for 1.50 sqm = i+ii+a+b+c+e 10,387.65Rate per sqm ( for sign having area more than 0.9 sqm) = (i+ii+a+b+c+e)/1.50

6,925.10

(iii)



As per item No.11.4 of Chapter 11 cum 0.252 3,732.80 940.67

Providing and erecting direction and placeidentification retro-reflectorised sign as per IRC:67made of encapsulated lens type reflective sheetingvide Clause 1701.2.3, fixed over aluminiumsheeting, 2 mm thick with area exceeding 0.9sqm supported on dia GI Pipe firmly fixed to theground by means of properly designed foundationwith M-15 grade cement concrete 450 mm x 450mm x 600 mm, 600 mm below ground level as perapproved drawing and Technical SpecificationClause 1701

Providing and erecting direction and placeidentification retro- reflectorised sign as perIRC:67 made of encapsulated lens type reflectivesheeting vide Clause 1701.2.3, fixed overaluminium sheeting, 2 mm thick with areaexceeding 0.9 sqm supported on RCC Posts 100mm x 100 mm firmly fixed to the ground by meansof properly designed foundation with M 15 gradecement concrete 450 mm x 450 mm x 600 mm,600 mm below ground level as per approveddrawing and Technical Specification Clause 1701


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3iii) Painting two coats including prime coat

on concrete surface with Epoxy Paint as per specificationsAs per item No.10.7 of Chapter 10 sqm 1.84 98.45 181.14


b) MaterialRCC M-15 Grade in Sub-structureAs per item No.12.5 of Chapter 12 cum 0.057 3,948.16 225.04Steel re-inforcement HYSD barsAs per item No.12.6 of Chapter 12 t 0.0154 59,292.69 913.11Aluminium sheeting fixed with encapsulatedlens type reflective sheeting of size includinglettering and signs as applicable backgroundwith epoxy paint

sqm 1.50 3,680.00 5,520.00

Add 3 per cent of cost of RCC Post towardscost of drilling holes, nuts, bolts, etc.

6.75



5,101.53

Note: 1

2

3

B. Semi-Reflective Traffic signs

Rate per sqm (for sign having area more than 0.9 sqm) = (a+b+c+e)/1.50

The rate for excavation, cement concrete M15,RCC M15 in Sub-structure, steel re-inforcementand painting may be taken from respectiveChapters. The depth of foundation and quantity of cementconcrete in the foundation are indicative. Thesemay be increased for areas having higher windvelocities like in coastal areas. This is applicable toall road signs and directions boards.

Direction and place identification signs more than 0.90 sqm sign board

Lettering and arrow markings on sign boards to beprovided separately as per actual requirement.Rates for these items have been analysedseparately.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3

Unit = eachTaking output = 1.5 sqm(i) Excavation for foundations as

As per item no. 11.1 Chapter 11 cum 0.252 182.05 45.88(ii) Cement Concrete M15 grade

As per item No.11.4 of Chapter 11 cum 0.252 3,732.80 940.67(iii) Painting M.S. tube posts with primer and

As per item No. 10.7 of chapter 10 sqm 0.92 98.45 90.57a) Labour (fox fixing at site)


b) Materiali) Support of MS Sheet tubes 47 mm x 47 mm x

12 SWG sheet 3050 mm longkg 24.80 75.20 1,864.96

ii) Angle iron 50 mm x 50 mm x 6 mm for lugs kg 2.12 50.60 107.27iii) 2 mm thick MS Sheet strengthened by 25 mm

x 5 mm M.S. flat iron and painted with stoveenameled paint including lettering, signs,messages, border with reflective tape ofengineering grade of required size, shade andcolour as per MORD specifications

sqm 1.50 920.00 1,380.00

Add 3% cost of MS sheet and angle irontowards the cost of fabrications, drilling,holes, nuts, bolts etc.

100.57


d) OH & contractor's profit @ 12.5% on (a+b+c) 450.24Cost for 1.5 sqm board = (i+ii+iii+a+b+c) 5,129.30

3,419.53

Note:

10.5 1700


Providing and erecting direction and placeidentification of semi reflective sign boards as perIRC-67 made of 2 mm thick M.S. Sheet duly stoveenameled paint white colour in front and greycolour on back with reflective border of 70 mmwidth and required message, letters, figures withreflective tape of engineering grade as per MORDspecifications of required shade and colour.Supported and welded on two nos. 47 mm x 47mm of 12 SWG square tube of 3050 mm heightduly strengthened by 25 mm x 5 mm MS flat ironon edges on back firmly fixed to the ground bymeans of properly designed foundations with M-15grade cement concrete 450 mm x 450 mm x 600mm, 600 mm below ground level as per approved

Painting Two Coats on New Concrete Surfaces

Rate for excavation cement concrete M15 and painting may be taken from respective chapter

Painting two coats including primer coat after filling thesurface with synthetic enamel paint in all shades onnew, plastered / concrete surfaces as per drawing andTechnical Specification Clause 1701

Rate per sqm = (i+ii+iii+a+b+c) / 1.5


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Mate day 0.20 194.50 38.90Painter (1st Class) day 3.00 199.90 599.70Mazdoor (Unskilled) day 2.00 194.50 389.00

b) MaterialCement Primer as per specifications litre 3.00 110.00 330.00Paint conforming to requirement of Clause1701.3.8

litre 6.00 210.00 1,260.00

Add for scaffolding @ 1 per cent of labourcost where required

10.28

c) OH & contractor's profit @ 12.5% on (a+b) 328.48Cost for 40 sqm = a+b+c 2,956.36

73.9110.6 1700


Mate day 0.25 194.50 48.63Painter (1st Class) day 0.60 199.90 119.94Mazdoor (Unskilled) day 0.40 194.50 77.80

b) MaterialRed-oxide Primer as per specifications litre 0.60 100.00 60.00Paint ready mixed approved brand litre 1.25 210.00 262.50Add @ 1 per cent on cost of material forscaffolding wherever required

3.23

c) OH & contractor's profit @ 12.5% on (a+b) 71.51Cost for 10 sqm = a+b+c 643.60

64.3610.7 1700


Mate day 0.25 194.50 48.63Painter (1st Class) day 0.60 199.90 119.94Mazdoor (Unskilled) day 0.40 194.50 77.80

b) MaterialEpoxy primer/Red-oxide litre 0.60 100.00 60.00Epoxy paint litre 1.25 450.00 562.50Add @ 1 per cent on cost of material forscaffolding wherever required

6.23

c) OH & contractor's profit @ 12.5% on (a+b) 109.39Cost for 10 sqm = (a+b+c) 984.48

98.4510.8 1700

Painting two coats including prime coat with epoxy paintof approved brand on concrete/steel surfaces afterthrough cleaning of surface to give an even shade asper drawing and Technical Specification Clause 1701

Painting lines, Dashes, Arrows, etc. on Road inTwo Coats on New Work

Rate per sqm = (a+b+c)/10

Painting on Concrete/Steel Surfaces with Epoxy

Painting on Steel SurfacesProviding and applying two coats of ready mix paintincluding primer coat of approved brand on steelsurface after through cleaning of surface to give aneven shade as per drawing and Technical SpecificationClause 1701




Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3

Assuming 100 mm width Unit = sqmTaking output = 10 sqma) Labour

Mate day 0.09 194.50 17.51Painter 1st Class day 0.55 199.90 109.95Mazdoor (Unskilled) day 1.55 194.50 301.48

b) MaterialRoad marking paint as per IS:164 litre 1.48 205.00 303.40


82.3910.9 1700

Assuming 100 cm width Unit = sqmTaking output = 10 sqma) Labour

Mate day 0.06 194.50 11.67Painter (Ist class) day 0.30 199.90 59.97Mazdoor (Unskilled) day 1.25 194.50 243.13

b) MaterialRoad marking paint litre 0.90 205.00 184.50


56.1710.10 1700

i)Unit = eachTaking output = 6 Nos.a) M-15 grade of concrete

As per item No.12.5 of Chapter 12 cum 2.35 3,948.16 9,278.17b) Steel reinforcement @ 5 kg per sqm

As per item No.12.6 of Chapter 12 kg 22.08 54.57 1,204.85c) Excavation in soil for foundation

As per item No.11.1 of Chapter 11 cum 1.68 182.05 305.85d) Painting two coats on concrete surface

Painting lines, dashes, arrows, etc. on roads in twocoats on new work with ready mixed road markingpaint conforming to IS:164 on bituminous/concretesurface, including cleaning the surface of all dirt, dustand other foreign matter, demarcation at site and trafficcontrol as per drawing and Technical SpecificationClause 1702

Painting lines, Dashes, Arrows, etc. on Roads inTwo Coats on Old Work


Painting lines, dashes, arrows, etc. on roads in twocoats on old work with ready mixed road marking paintconforming to IS:164 on bituminous/concrete surface,including cleaning the surface of all dirt, dust and otherforeign matter, demarcation at site and traffic control asper drawing and technical specification Clause 1702

Reinforced cement concrete M15 grade kilometrestone/local stone of standard design as per IRC:8 fixingin position including painting and printing, etc as perdrawing and Technical Specification Clause 1703

5th Kilometre Stone (precast)

Kilometre StoneRate per sqm = (a+b+c)/10


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3As per item No.10.5 of Chapter 10 sqm 9.85 73.91 728.00

e) lettering on km post (average 30 letters of 10cm height each)As per item No.10.1 of Chapter 10 per

cm high per litre

1,800.00 0.54 967.75

f) LabourMate day 0.26 194.50 50.57Mason (1st Class) day 0.60 207.80 124.68Mazdoor (Unskilled) day 6.00 194.50 1,167.00

g) Machinery50 HP Tractor with trolley hour 6.00 300.00 1,800.00

h) OH & contractor's profit @ 12.5% on (f+g) 392.78Cost for 6 Nos. 5th km stone = a+b+c+e+f+g+h 16,019.65

2,669.94

ii)Unit = eachTaking output = 14 Nos.a) M15 grade of concrete

As per item No.12.5 of Chapter 12 cum 3.77 3,948.16 14,884.55b) Steel reinforcement @ 5 kg per sqm



As per item No.10.5 of Chapter 10 sqm 11.41 73.91 843.30e) lettering on km post (average 12 letters of 10

cm height each)

As per item No.10.1 of Chapter 10 per cm high per letter

1,680.00 0.54 903.23



h) OH & contractor's profit @ 12.5% on (f+g) 428.9422,432.07

1,602.29

iii)Unit = eachTaking output = 33 Nos.a) M15 grade of concrete

As per item No.12.5 of Chapter 12 cum 1.58 3,948.16 6,238.09

Cost for 14 Nos. ordinary km stone = (a+b+c+d+e+f+g+h)

Rate for each ordinary km stone = (a+b+c+d+e+f+g+h)/14

Transportation and fixing

Ordinary Kilometer Stone (Precast)


200 m stone (precast)

Rate for each 5th km stone = (a+b+c+e+f+g+h)/6


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3b) Steel reinforcement @ 5 kg per sqm



As per item No.10.5 of Chapter 10 sqm 6.27 73.91 463.41e) lettering on km post (average 1 letter of 10

As per item No. 10.1 of Chapter 10 per cm per litreetter

330.00 0.54 177.42



h) OH & contractor's profit @ 12.5% on (f+g) 442.42Cost for 33 Nos. 200 m stone = (a+b+c+e+f+g+h) 14,715.18

445.91

Note: 1

2

10.11 1700

Unit = eachTaking output = 57 Nos.

a) M-15 grade of ConcreteAs per Item No. 12.5 of Chapter 12 cum 1.25 3,948.16 4,935.20

b) Steel reinforcementAs per Item No. 12.6 of Chapter 12 kg 79.80 54.57 4,354.50

c) Excavation in soilAs per Item No. 11.1 of Chapter 11 cum 10.72 182.05 1,951.60

d) lettering, each 10 cm highAs per Item No. 10.1 of Chapter 10 per

litre per cm high

2,280.00 0.54 1,225.81

Transportation and fixinge) Labour


f) Machinery


Boundary Pillar

The rate for excavation, cement concrete, steelreinforcement, painting and lettering may be takenfrom respective Chapters.

In case local stone is to be used in place of precastRCC stones, then rate of cement concrete and steelreinforcement may be deleted.

Reinforced cement concrete M15 grade boundarypillars/local stone of standard design as per IRC:25,fixed in position including finishing and lettering butexcluding painting as per drawing and TechnicalSpecification Clause 1704

Rate for each 200 m stone = (a+b+c+e+f+g+h)/33


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Tractor with trolley hour 6.00 300.00 1,800.00

g) MaterialStone spall cum 11.97 274.73 3,288.52

h) OH & contractor's profit @ 12.5% on (e+f+g) 996.38Cost for 57 Nos. boundary pillar = a+b+c+e+f+g+h 21,434.49

376.04

Note: 1

2

10.12 1700, 800 & 300

Unit = per running mTaking output = 30 ma) Labour


b) MaterialBarbed wire 335 m length @ 9.38 kg per 100m

kg 31.42 75.00 2,356.50

R.C.C. Post 150 mm x 150 mm x 1.80 mM15 Grade concrete13 x 150 mm x 150 mm x 1.8 mRate as per item No.12.5 of Chapter 12 cum 0.526 3,948.16 2,076.73Add 5 per cent extra cost for formwork of M-15

103.84

Supply of HYSD Bars including cutting,bending, tying & placing in position.

10 mm dia HYSD bars for posts 13 x 4 x 1.8 = 93.6 m @ 0.62 kg/mt =43.60 kg8 mm dia HYSD bars for rings13 x 10 x 0.6 = 78 m @ 0.39 kg/mt =30.42 kgTotalAs per item No.12.6 of Chapter 12 t 0.074 54,567.69 4,038.01Add for GI staple binding wire, drilling holes,etc. @ 2 per cent of the cost of material

G.I Barbed Wire Fencing 1.2 m high

In case local stone is to be used in place of precastRCC stones, then rate of cement concrete and steelreinforcement may be deleted.

Providing and fixing 1.2 m high GI barbed wire fencingwith 1.8 m RCC posts 150 mm x 150 mm placed every 3m centre-to-centre founded in M15 grade cementconcrete, 0.6 m below ground level, every 15th post,last but one end post and corner post shall be struttedon both sides and end post on one side only andprovided with 9 horizontal lines and 2 diagonalsinterwoven with horizontal wires, fixed with GI staples,turn buckles etc. complete as per Clause 1705.

In case of soft ground, a proper foundation may beprovided as per approved design. In casefoundation is required to be provided, the items ofexcavation and foundation concrete are required tobe measured and paid separately.

Rate for each boundary pillar = (a+b+c+e+f+g+h)/57


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3c) Painting

Applying two coats of painting includingprimer coat on exposed surface of RCC posts

As per item No.10.5 of this Chapter sqm 8.14 73.91 601.62d) OH & contractor's profit @ 12.5% on (a+b+c) 1,204.39Cost for 30 m fencing = a+b+c+d 10,839.54

361.32Note:

10.13 1700, 800 & 300

Unit = per running mTaking output = 30 ma) Labour


b) MaterialBarbed wire 428 m length @ 9.38 kg per 100m

kg 40.15 75.00 3,011.25

R.C.C. Post 150 mm x 150 mm x 2.4 mHigh M-15 Grade13 x 150 mm x 150 mm x 2.4 mAs per item No.12.5 of Chapter 12 cum 0.702 3,948.16 2,771.61Add 5 per cent extra cost of C.C. for formworkof M-15

138.58

Supply of HYSD Bars including cutting,bending, tying & placing in position.10 mm dia HYSD bars for posts 13 x 4 x 2.4 = 124.80 m@ 0.62 kg/mt = 77.38 kg8 mm dia HYSD bars for rings13 x 11 x 0.6 = 85.80 m@ 0.39 kg/m = 33.46 kgTotal 110.84 kgAs per item No.12.6 of Chapter 12 t 0.111 54,567.69 6,057.01Add for GI staple, binding wire, drilling holesetc. @ 2 per cent of the cost of material

c) Painting

G.I Barbed Wire Fencing 1.8 m high

Cost of excavation for foundation and foundationconcrete to be added separately in the cost estimate asper approved design. The rate for these items may betaken from respective Chapters.

Providing and fixing 1.8 m high GI barbed wire fencingwith 2.4 m RCC M15 grade 150 mm x 150 mm concretepost placed every 3 m centre-to-centre founded in M15grade cement concrete, 0.6 m below ground level,every 15th post, last but one end post and corner postshall be strutted on both sides and end post on one sideonly and provided with 12 horizontal lines and 2diagonals interwoven with horizontal wires, fixed withGI staples, turn buckles etc. complete as per Clause1705.

Rate per m = (a+b+c+d)/30


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Applying two coats of painting including primecoat on exposed surface of RCC posts

As per item No.10.5 of this Chapter sqm 12.10 73.91 894.30d) OH & contractor's profit @ 12.5% on (a+b+c) 1,683.18Cost for 30 m fencing = a+b+c+d 14,555.93

485.20Note:

10.14 1700, 800

&300

Unit = Running mTaking output = 10 mi)

As per item No.11.1 of Chapter 11 cum 1.296 182.052 235.94ii)

As per item No. 11.4 of Chapter 11 cum 0.648 3,730.358 2,417.27iii) Painting of pipe

As per item No.10.6 of this Chapter sqm 4.71 64.360 303.14iv)

As per item No.10.6 of this Chapter sqm 2.16 64.360 139.02a) labour (For fixing at site)

Mate day 0.01 194.50 1.95Mazdoor (Unskilled) day 0.25 194.50 48.63Plumber day 0.01 207.80 2.08

b) MaterialSteel pipe 50 mm external dia as per IS:1239 m 30.00 410.00 12,300.00

Medium weight steel channel (ISMC series)100 mm x 50 mm, 10.8 m length @ 9.2 kgper m including 5 per cent wastage

kg 104.33 50.60 5,279.16

Add for drilling holes @ 3 per cent of cost ofchannels

527.37

c) Machinery50 HP Tractor with trolley hour 0.06 300.00 18.00

d) OH & contractor's profit @ 12.5% on (a+b+c) 2,272.15Cost for 10 m = a+b+c+d 20,449.33

2,044.9310.15 1700,

800 & 300

Foundation concrete M-15 grade PCC 6 x 0.6

Painting of channel section (6 nos.)

Tubular Steel Railing on Precast RCC posts, 1.2 mhigh above Ground Level

Rate per m fencing = (a+b+c+d)/30

Rate per m = (a+b+c+d)/10

Cost of excavation for foundation and foundationconcrete to be added separately in the cost estimate asper approved design. The rate for these items may betaken from respective Chapters.

Tubular Steel Railing on Medium Weight SteelChannel (ISMC series) 100 mm x 50 mm

Providing, fixing and erecting 50 mm dia steel piperailing in 3 rows duly painted on medium weight steelchannels (ISMC series) 100 mm x 50 mm, 1.2 m highabove ground, 2 m centre-to-centre, complete as perapproved drawings Clause 1706

Excavation for foundation (6 Nos.) 6 x 0.6 x


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3

Unit = Running mTaking output = 10 mi)

As per item No.11.1 of Chapter 11 cum 1.296 182.052 235.94ii)

As per item No. 11.4 of Chapter 11 cum 0.648 3,730.358 2,417.27iii)

As per item No.12.5 of Chapter 12 sqm 0.33 4,818.375 1,590.06iv) Painting of pipe

As per item No.10.6 of this Chapter sqm 4.71 64.360 303.14a) Labour

Mate day 0.014 194.50 2.72Mazdoor (Unskilled) day 0.35 194.50 68.08Plumber day 0.01 207.80 2.08

b) MaterialSteel pipe 50 mm dia as per IS:1239 m 30.00 410.00 12,300.00HYSD steel bars as per item No.12.6 ofChapter 12

t 0.032 54,567.69 1,746.17

c) Machinery50 HP Tractor with trolley hour 0.25 300.00 75.00

d) OH & contractor's profit @ 12.5% on (a+b+c) 1,774.26Cost for 10 m = a+b+c+d 15,968.30

1,596.8310.16 1700

Unit = EachTaking out put = one typical board(i) Excavation for foundations

As per item No. 11.1 of Chapter 11 cum 0.252 182.052 45.88(ii)

As per item No. 11.4 of Chapter 11 cum 0.252 3,730.358 940.05Cement Concrete M15 grade

Foundation concrete M15 grade PCC 6 x 0.6

RCC M20 for precast posts (6 nos.) of 1.8 m

Providing and fixing of typical PMGSY informatory signboard with Logo as per MORD specifications anddrawing. Three MS Plates of 1.6 mm thick, top andmiddle plate duly welded with MS flat iron 25mm x 5msize on back on edges. The lower plate will be weldedwith MS angle iron frame of 25mm x 25mm x 5mm. Theangle iron frame of the lower most plate and flat ironframe of middle plate will be welded to 2 nos. 75mm x75 mm of 12 SWG sheet tubes posts duly embedded incement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top mostdiamond plate will be welded to middle plate by 47mm x47mm of 12 SWG steel plate tube. All M.S. will be stoveenameled on both sides. Lettering and printing arrows,border etc. will be painted with ready mixed syntheticenamel paint of superior quality in required shade andcolour. All sections of framed posts and steel tube willbe painted with primer and two coats of epoxy paint as

Providing, fencing and erecting 50 mm dia painted steelpipe railing in 3 rows on precast M-20 grade RCCvertical posts 175 mm x 175 mm x 1.8 m high (1.2 mabove Gl) with 3 holes 50 mm dia for pipe, fixed 2 mcentre-tocentre complete as per approved drawingsClause 1706

Providing and Fixing 'Logo' of PMGSY ProjectRate per m = (a+b+c+d)/10

Excavation for foundation (6 Nos.) 6 x 0.6 x


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3(iii)

2x2.05x.30 = 1.231x1.10x188 = 0.21As per item no. 10.7 of Chapter 10 sqm 1.80 98.45 177.21

iv)Logo Border 60x4x5 = 1200 per cm height per letterFigure 60x10 = 600 per cm height per letterMiddle plate words 28x5 = 140 per cm height per letterBottom plate border 150x2x5 = 1500 per cm height per letterBottom plate border 60x2x5 = 600 per cm height per letterWords 101x2.5 = 252.5Words 80x3 = 240.00Tota 4532.5 per cm height per letterAs per item No.10.1 of Chapter 10 per

cm height per litre

4,532.50 0.54 2,436.84

a) Labour (for fixing at site)Mate day 0.03 194.50 5.84Mazdoor (Unskilled) day 0.75 194.50 145.88

b) Material2 nos. MS tubes 75mx75mm of 12 SWG sheet2650 mm long

kg 63.15 75.20 4,748.88

1 No. MS tube 47mm x 47mm of 12 SWG1100 mm long

kg 4.47 75.20 336.14

Angle iron 50mm x 50mm x 5 mm for lugs kg 2.12 50.60 107.271.6 mm thick MS sheet strengthened by25mm x 5 MS flat iron on logo and middleplate angle iron 25mm x 25mm x 5mm onbottom plate painting with stove enameledpaint on both sides as per MORDspecifications

sqm 1.44 920.00 1,324.80

Add 3% cost of MS tube and angle irontowards the cost of fabrications, drilling holes,nuts, bolts, etc.

195.51


d) OH & contractor's profit @ 12.5% on (a+b+c) 867.0411,403.34

Note:

10.17 Suggestive Traffic Cone

Unit = EachTaking output = 68 Nos.a) Labour

Painting on MS Steel tubes with primer and two coats of epoxy paint

Printing new letters and figures of any shade

Printing and lettering for blank spaces on the lowerplate will be written as required and paid seperately.

Cost for one Board= (i+ii+iii+iv+a+b+c+d)

Provision of red fluorescent with white reflective sleevetraffic cone made of Low Density Polyethylene (LDPE)material with a square base of 390 x 390 x 35 mm anda height of 770 mm, 4 kg in weight, placed at 1.5 minterval, all as per BS:873


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description


b) MaterialTraffic cones with 150 mm reflective sleeve Nos. 68.00 850.00 57,800.00

c) Machinery50 HP Tractor with trolley Hour 0.10 300.00 30.00

d) OH & contractor's profit @ 12.5% on (a+b+c) 7,241.39Cost for 68 Nos. = a+b+c+d 65,172.53

958.4210.18 Suggestive

Unit = sqmTaking output = 100 sqm (including gaps)

10.19 Suggestive

Unit = eachTaking output = one sign post

a) Diversion one km aheadb) Traffic sign aheadc) Road ahead closedd) Men at worke) Road narrowf) Un-even roadg) Slippery roadh) Loose chippingsi) Diversionj) Do not enterk) Road closedl) Stopm) Slown) Speed limit

Note:

Following types of signs are required to be fixed in construction zones for safety of traffic:

The rate for traffic signs are already worked out andgiven elsewhere in this Chapter. The same may beadopted.

Provision of 15 nos. rumble strips covered with premixbituminous carpet, 15-20 mm high at centre, 250 mmwide placed at 1 m centre-to-centre at approvedlocations to control speed, marked with white strips ofroad marking paint.

The rate per sqm of premix carpet and road markingmay be adopted from Chapters 5 & 10 respectively forthe quantities calculated from approved drawings.

Provision and fixing of traffic signs for limited period atsuitable locations in construction zone comprising ofwarning zone, approach transition zone, working zoneand terminal transition zone with a minimum distance of2-3 m from the edge of the carriageway. The bottomedge of the lowest sign plate to be not less than 2 mabove the road level, fixed on 600 mm x 600 mm x 6mm angle iron post, founded and installed as perapproved design and drawings, removed and disposedof after completion of construction work, all as perIRC:SP:55-2001.

Rumble Strips

Safety Devices and Signs in Construction Zones

Rate for each cone = (a+b+c+d)/68


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

310.20 Suggestive

Unit = eachTaking output = 50 Nos.

(a) LabourMate day 0.04 194.50 7.78Mazdoor (Unskilled) day 1.00 194.50 194.50

(b) MaterialAluminium studs 100x100 mm fitted withlense reflectors

Nos. 50.00 230.00 11,500.00

Add 10 per cent of cost of material for fixingand installation.

1,150.00

(c) OH & contractor's profit @ 12.5% on (a+b) 12,852.28Cost for 50 studs = a+b+c 25,704.56

514.09

Providing and fixing of road stud 100 x 100 mm die castin aluminium, resistant to corrosive effect of salt andgrit, fitted with lense reflectors, installed in concrete orasphaltic surface by drilling holes 30 mm upto a depthof 600 mm and bedded in a suitable bituminous groutor epoxy mortar, all as per BS:873 (Part 4) 1973.

Road Markers/Road Stud with Lens Reflector

Rate per stud = (a+b+c)/50


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 711.1 300 Excavation for Structures

I. Ordinary soil(i) Upto 3 m depth



b) OH & Contractor's profit @ 12.5% on (a) 202.28Cost for 10 cum = a+b 1,820.52Rate per cum = (a+b+c)/10 182.05

Note: 1

2

3

(ii) 3 m to 6 m depthUnit = cum



Note: 1

2

II. Ordinary rock (not requiring blasting)

Upto 3 m depthUnit = cumTaking output = 10 cuma) Labour


b) OH & Contractor's profit @ 12.5% on (a) 252.85

Cost of shoring and shuttering, where needed, maybe taken @ 10 per cent on cost of excavation foropen foundation.

Cost of dewatering may be added, where required, up to 10 per cent of labour cost. Assessment for dewatering shall be made as per site conditions.

The cost of shoring and shuttering, where needed, may be added @ 3 per cent on cost of excavation for open foundation.The excavated earth if found suitable, can be used partly for backfilling in trenches & partly for road work. Hence cost of disposal has not been added except for marshy soil. This note is common to all cases of item 11.1 excluding 11.1 V

Cost of dewatering may be added, when needed,up to 15 per cent of labour cost.

Chapter 11FOUNDATION

Description

Earthwork in excavation for structures as per drawing andtechnical specifications Clause 305.1 including setting out,construction of shoring and bracing, removal of stumpsand other deleterious material and disposal upto a lead of50 m, dressing of sides and bottom and backfilling intrenches with excavated suitable material.

3


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Cost for 10 cum = a+b 2,275.65Rate per cum = (a+b+c)/10 227.57

Note:

III. Hard rock (requiring blasting)


Mate day 0.53 194.50 103.09Driller day 0.84 194.50 163.38Blaster day 0.40 194.50 77.80Mazdoor (Unskilled) day 12.00 194.50 2,334.00

b) MachineryAir compressor 210 cfm with 2 jack hammersfor drilling

hour 1.00 300.00 300.00

c) MaterialGelatin 80% kg 3.50 60.00 210.00Detonator electric Nos. 14.00 35.00 490.00

d) OH & Contractor's profit @ 12.5% on (a+b+c) 459.78Cost for 10 cum = a+b+c+d 4,138.05Rate per cum = (a+b+c+d)/10 413.80

Note:

IV. Hard rock (blasting prohibited)



b) MachineryAir compressor 210 cfm with 2 jack hammersof pneumatic breaker

hour 10.00 300.00 3,000.00

c) OH & Contractor's profit @ 12.5% on (a+b) 501.43Cost for 10 cum = a+b+c 4,512.83Rate per cum = a+b+c/10 451.28

Note:

V. Marshy soilUnit = cumTaking output = 10 cuma) Labour



Note: 1

2

Cost of dewatering up to 10 per cent of (a+b) may beadded, where required as per site conditions.

Shoring and shuttering @ 15 per cent of (a) maybe added where required.

Cost of dewatering upto 10 per cent of labour cost maybe added, where required as per site condition.

Cost of dewatering @ 10 per cent of (a+b) may beadded, where required as per site condition.

Upto 3 m depth including 1.5 m depth in hard rock

Upto 3 m depth including 1.5 m depth in hard rock

Cost of dewatering @ 30 per cent of (a) may beadded.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

33

4

11.2 300 & 1200

I. Sand fillingUnit = cuma) Labour


b) MaterialSand (assuming 20 per cent voids) cum 1.20 332.31 398.77

c) OH & Contractor's profit @ 12.5% on (a+b) 57.38Rate per cum = a+b+c 516.45

II. Earth filling (For marshy soil)Unit = cumTaking output = 6 cuma) Labour


b) OH & Contractor's profit @ 12.5% on (a) 77.80Cost for 6 cum = a+b 700.20Rate per cum = (a+b+c)/6 116.70

Note: 1

2

11.3 300 & 1200

Unit = cumP.C.C grade M 15Nominal mix 1:2.5:5

Unit = cuma) Material

Cement t 0.275 7,670.20 2,109.31Coarse sand cum 0.48 332.31 159.5140 mm aggregate cum 0.48 502.05 240.9820 mm aggregate cum 0.24 627.05 150.49

Backfilling of foundation trenches shall normally bedone with excavated earth. The cost of thisoperation is included in item 11.1. Only in case theexcavated earth is not of suitable quality, sandfilling or backfilling with carted earth may beresorted to

Filling annular space around footing in rock as pertechnical specification Clause 1203.4.3.

Marshy soil is generaly available upto 3 m depth.The rate has, therefore, been done upto 3 m depthof excavation. For deeper excavation refer analysisin item 11.1.

Fillling in foundation trenches as per drawing andtechnical specification Clause 305.3.9

Cost of transportation of good quality earth has notbeen included. Only labour for carrying cartedearth with a lead of 50 m to the foundation pits hasbeen taken in the rate. The cost of carted earthmay be worked out separately if the same is notavailable from the adjoining area.

Since marshy soil cannot be used in filling intrenches, it shall be removed and replaced byapproved quality of soil. The labour cost includeslabour input for disposal of marshy soil fromexcavated pit with a lead upto 50 m lead.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

310 mm aggregate cum 0.08 597.05 47.76

b) Labour Mate day 0.09 194.50 17.51Mason (1st Class) day 0.10 207.80 20.78Mazdoor (Unskilled) day 2.00 194.50 389.00Bhisti day 0.27 196.30 53.00

c) Formwork @ 4% on (a+b) 127.53d) OH & Contractor's profit @ 12.5% on (a+b+c) 414.48Rate per cum = a+b+c+d 3,730.36

11.4 800 & 1200

I. P.C.C grade M 10(i) Nominal mix 1:3:6


Cement t 0.250 7,670.20 1,917.55Coarse sand cum 0.48 332.31 159.5140 mm aggregate cum 0.576 502.05 289.1820 mm aggregate cum 0.288 627.05 180.5910 mm aggregate cum 0.096 597.05 57.32


c) MachineryMechnical concrete mixer 0.4/0.28 cumcapacity fitted with water measuring deviceand preferably also with load cell.

hour 0.40 190.00 76.00

d) Formwork @ 4% on cost of material, labour and machinery (a+b+c)

123.46

e) OH & Contractor's profit @ 12.5% on (a+b+c+d) 401.25Rate per cum = a+b+c+d+e 3,611.23

(ii) Nominal mix 1:3.6 (Hand mixing)Unit = cum

a) MaterialCement t 0.250 7,670.20 1,917.55Coarse sand cum 0.48 332.31 159.5140 mm aggregate cum 0.576 502.05 289.1820 mm aggregate cum 0.288 627.05 180.5910 mm aggregate cum 0.096 597.05 57.32


c) Formwork @ 4% on cost of material (a) and labour (b)

123.38

d) OH & Contractor's profit @ 12.5% on (a+b+c) 400.98Rate per cum = a+b+c+d 3,608.79

II. P.C.C grade M 15(i) Nominal mix (1:2.5:5)


Providing concrete for plain/reinforced concrete inopen foundations complete as per drawings andtechnical specifications Clause 802, 803, 1202 &1203


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Cement t 0.275 7,670.20 2,109.31Coarse sand cum 0.48 332.31 159.5140 mm aggregate cum 0.48 502.05 240.9820 mm aggregate cum 0.24 627.05 150.4910 mm aggregate cum 0.08 597.05 47.76

b) Labour Mate day 0.08 194.50 15.56Mason (1st Class0 day 0.10 207.80 20.78Mazdoor (Unskilled) day 1.63 194.50 317.04Bhisti day 0.27 196.30 53.00

c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.40 190.00 76.00


127.62


(ii) Nominal mix 1:2.5:5 (Hand mixing)




c) Formwork @ 4% on (a+b) 127.53d) OH & Contractor's profit @ 12.5% on (a+b+c) 414.48

Rate per cum = a+b+c+d 3,730.36III. P.C.C. grade M 20

(i) Nominal mix (1:2:4)Unit = cum

a) MaterialCement t 0.33 7,670.20 2,531.17Sand cum 0.45 332.31 149.5440 mm aggregate cum 0.36 502.05 180.7420 mm aggregate cum 0.36 627.05 225.7410 mm aggregate cum 0.18 597.05 107.47



d) Formwork @ 4% on (a+b+c) 147.08e) OH & Contractor's profit @ 12.5% on (a+b+c+d) 478.01

Rate per cum = a+b+c+d+e 4,302.12(ii) Nominal mix 1:2:4 (Hand mixed)


Cement t 0.33 7,670.20 2,531.17Sand cum 0.45 332.31 149.54


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

340 mm aggregate cum 0.36 502.05 180.7420 mm aggregate cum 0.36 627.05 225.7410 mm aggregate cum 0.18 597.05 107.47

b) LabourMate day 0.09 194.50 17.51Mason (1st Class) day 0.10 207.80 20.78Mazdoor (Unskilled) day 2.00 194.50 389.00Bhisti day 0.27 196.30 53.00

c) Formwork @ 4% out of material and labour (a+b)

147.00

d) OH & Contractor's profit @ 12.5% on (a+b+c) 477.74Rate per cum = a+b+c+d 4,299.68

IV. R.C.C grade M 20Unit = cuma) Material




d) Formwork @ 4% on (a+b+c) 155.75e) OH & Contractor's profit @ 12.5% on (a+b+c+d) 506.17Rate per cum = (a+b+c+d+e+f) 4,555.55

V. R.C.C. grade M 25Unit = cuma) Material




d) Formwork @ 3.75% on (a+b+c) 161.54e) OH & Contractor's profit @ 12.5% on (a+b+c+d) 558.67Rate per cum = a+b+c+d+e 5,028.04

11.5 600 & 1200

Unit = cumI. Brick masonry in 1:3 cement mortar

a) MaterialBrick Nos. 500.00 4.69 2,345.00Cement mortar 1:3 cum 0.24 4,459.26 1,070.22(Rate as per Sub-analysis)

Brick masonry work in cement mortar infoundation complete excluding pointing andplastering as per drawing and technicalspecifications Clauses 600, 1202 & 1203


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3b) Labour

Mate day 0.09 194.50 17.51Mason (1st Class) day 0.80 207.80 166.24Mazdoor (Unskilled) day 1.60 194.50 311.20Bhisti day 0.20 196.30 39.26

c) OH & Contractor's profit @ 12.5% on (a+b) 493.68Rate per cum = a+b+c 4,443.11

Sub-analysisCement mortar 1:3 (1 cement : 3 sand)


Cement t 0.51 7,670.20 3,911.80Sand cum 1.05 332.31 348.93

b) LabourMate day 0.04 194.50 7.78Mazdoor (Unskilled) day 0.90 194.50 175.05Bhisti day 0.08 196.30 15.70

Total material and labour = (a+b) 4,459.26II. Brick masonry in 1:4 cement mortar


Brick Nos. 500.00 4.69 2,345.00Cement mortar 1:4 cum 0.24 3,462.14 830.91Rates as per sub-analysis


c) OH & Contractor's profit @ 12.5% on (a+b) 463.76Rate per cum = a+b 4,173.88

Sub-analysisCement mortar 1:4 (1 cement : 4 sand)


Cement t 0.38 7,670.20 2,914.68Sand cum 1.05 332.31 348.93


Total material and labour = (a+b) 3,462.14III. Brick masonry in cement-lime-mortar (1:0.5:4.5)


Brick Nos. 500.00 4.69 2,345.00Cement lime mortar rates as per sub-analysis cum 0.24 4,207.64 1,009.83



Sub-analysis


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3


Cement t 0.38 7,670.20 2,914.68Lime putty t 0.175 2,000.00 350.00Sand cum 1.05 332.31 348.93


Total material and labour = (a+b) 4,207.6411.6 700 &

1200

Unit = cumI. Coursed rubble masonry (1st sort)

(i) In 1:3 cement mortarUnit = cum

a) MaterialStone for C.R. masonry 1st sort cum 1.10 339.73 373.70Through bond stone (7 nos 0.24 x 0.24 x 0.39 = 0.16 cum)

Nos. 7.00 34.90 244.30

Cement mortar (1:3) (Rate as in item 11.5 I) cum 0.30 4,459.26 1,337.78

b) LabourMate day 0.14 194.50 27.23Mason 1st Class day 1.50 207.80 311.70Mazdoor (Unskilled) day 2.10 194.50 408.45Bhisti day 0.08 196.30 15.70


(ii) In 1:4 cement mortarUnit = cum


Nos. 7.00 34.90 244.30

Cement mortar 1:4 (Rate as in item 11.5 II) cum 0.30 3,462.14 1,038.64b) Labour


c) OH & Contractor's profit @ 12.5% on (a+b) 302.47Rate per cum = (a+b+c+d) 2,722.19

(iii) In cement-lime-sand mortar (1:0.5:4.5)Unit = cum


Nos. 7.00 34.90 244.30

Cement lime mortar (Rate as in item 11.5 III) cum 0.30 4,207.64 1,262.29

Cement-lime-mortar 1:0.5:4.5 (1 cement: 0.5 limeputty : 4.5 sand)

Stone masonry work in cement mortar infoundation complete as per drawing and technicalspecifications Clauses 702, 704, 1202 & 1203.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3b) Labour



Note:

II. Coursed rubble masonry (2nd sort)(i) In 1:3 cement mortar


Stone for C.R. masonry 2nd sort cum 0.60 185.00 111.00Through bond stone (7 nos 0.24 x 0.24 x 0.39 = 0.16 cum)

Nos. 7.00 34.90 244.30

Spalls/blasted rubble cum 0.50 185.00 92.50Cement mortar (Rate as in item 11.5 I.) cum 0.33 4,459.26 1,471.56




a) MaterialStone for C.R. masonry 2nd sort cum 0.60 339.73 203.84Through bond stone (7 nos 0.24 x 0.24 x 0.39 = 0.16 cum)

Nos. 7.00 34.90 244.30

Spalls/Blasted rubble cum 0.50 185.00 92.50Cement mortar (Rate as in item 11.5 II) cum 0.33 3,462.14 1,142.50



(iii) In cement-lime-mortar (1:0.5:4.5)Unit = cum

a) MaterialStone for C.R. masonry 2nd sort cum 0.60 339.73 203.84Through bond stone (7 nos 0.24 x 0.24 x 0.39 = 0.16 cum)

Nos. 7.00 34.90 244.30

Spalls/blasted rubble cum 0.50 185.00 92.50Cement-lime-mortar (Rate as in item 11.5 III) cum 0.33 4,207.64 1,388.52



Quantity of required chips has not been provided forseparately as it is assumed that the same will be availblefrom dressing of stones


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3III. Random Rubble Masonry

(i) In 1:3 cement mortarUnit = cum

a) MaterialStone for R.R. masonry cum 1.00 195.00 195.00Through bond stone (7 nos 0.24 x 0.24 x 0.39 = 0.16 cum)

Nos. 7.00 34.90 244.30

Cement mortar (1:3) (Rate as in item 11.5 I) cum 0.33 4,459.26 1,471.56b) Labour



(ii) In cement mortar 1:4a) Material

Stone for R.R. masonry cum 1.00 339.73 339.73Through bond stone (7 nos 0.24 x 0.24 x 0.39 = 0.16 cum)

Nos. 7.00 34.90 244.30

Cement mortar (1:4) (Rate as in item 11.5 II) cum 0.33 3,462.14 1,142.50b) Labour



(iii) In cement lime mortar (1:0.5:4.5)Unit = cum

a) MaterialStone for R.R. masonry cum 1.00 339.73 339.73Through bond stone (7 nos 0.24 x 0.24 x 0.39 = 0.16 cum)

Nos. 7.00 34.90 244.30

Cement lime mortar (Rate as in item 11.5 III) cum 0.33 4,207.64 1,388.52b) Labour



Note:

11.7 1000 &

1200

Unit = ta) Material

HYSD bars including 5 per cent for overlaps and wastage

t 1.05 44,200.60 46,410.63

Binding wire kg 6.00 58.00 348.00

Supplying, fitting and placing HYSD barreinforcement in foundation complete as perdrawings and technical specifications Clauses1000 and 1202

Quantity of required chips has not been provided forseparately as it is assumed that the same will be availblefrom dressing of stones


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3b) Labour for cutting, bending, shifting to

site, tying and placing in position

Mate day 0.40 194.50 77.80Blacksmith day 2.00 207.80 415.60Mazdoor (Unskilled) day 6.00 194.50 1,167.00

c) OH & Contractor's profit @ 12.5% on (a+b) 6,052.38Rate per t = a+b+c 54,471.41

11.8 1000 &

1200

Unit = ta) Material

TMT bars including 5 per cent for overlaps and wastage

t 1.05 48,200.60 50,610.63

Binding wire kg 6.00 58.00 348.00b) Labour for cutting, bending, shifting to

site, tying and placing in positionMate day 0.40 194.50 77.80Blacksmith day 2.00 207.80 415.60Mazdoor (Unskilled) day 6.00 194.50 1,167.00


11.9 1000 &

1200

Unit = ta) Material

MS bars including 5 per cent for overlaps and wastage

t 1.05 42,200.60 44,310.63


site, tying and placing in position



Supplying, fitting and placing MS barreinforcement in foundation complete as perdrawings and technical specifications Clauses1000 and 1202

Supplying, fitting and placingTMT barreinforcement in foundation complete as perdrawings and technical specifications Clauses1000 and 1202


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 712.1 600

I. In 1:3 cement mortarUnit = cuma) Material

Bricks Nos. 500.00 4.69 2,345.00Cement mortar (Rate as in item 11.5 I) cum 0.24 4,459.26 1,070.22

b) LabourMate day 0.09 194.50 17.51Mason 1st Class day 0.80 207.80 166.24Mazdoor (Unskilled) day 1.60 194.50 311.20Bhisti day 0.20 196.30 39.26Add for scaffolding @ 5 per cent of cost ofmaterials and labour (a+b)

170.76

c) OH & Contractor's profit @ 12.5% on (a+b) 515.02Rate per cum = a+b+c+d 4,635.21

II. In 1:4 Cement mortarUnit = cuma) Material

Bricks Nos. 500.00 4.69 2,345.00Cement mortar(Rate as in item 11.5 II) cum 0.24 3,462.14 830.91


185.51


III. In 1:5 cement mortarUnit = cuma) Material

Bricks 1st class Nos. 500.00 4.69 2,345.00Cement mortar cum 0.24 2,925.22 702.05


179.06


Sub-analysis

a) Material Cement mortar 1:5 (1 cement, 5 sand)

Chapter 12SUBSTRUCTURE

Description

Brick masonry work in cement mortar insubstructure complete excepting pointing andplastering, as per drawing and technicalspecification Clauses 602, 603, 604, 1202 & 1204

3


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Cement t 0.31 7,670.20 2,377.76Sand cum 1.05 332.31 348.93


Total material and labour = (a+b) 2,925.22IV. In cement lime mortar (1:0.5:4.5)


Brick first class Nos. 500.00 4.69 2,345.00Cement lime mortar (Rate as in item 11.5 III) cum 0.24 4,207.64 1,009.83


194.45


12.2 600

Unit = 10 sqmTaking output = 10 sqma) Material

Cement mortar 1.3 (Rate as in item 11.5. I) cum 0.03 4,459.26 133.78b) Labour

Mate day 0.04 194.50 7.78Mason 1st Class day 0.50 207.80 103.90Mazdoor (Unskilled) day 0.50 194.50 97.25Bhisti day 0.20 196.30 39.26

c) OH & Contractor's profit @ 12.5% on (a+b) 47.75Rate per 10 sqm = (a+b+c+d) 429.71

Note: Scaffolding is already included in item 12.112.3 600

Unit = 10 sqmTaking output = 10 sqma) Material

Cement mortar 1:4 (Rate as in item 11.5 II ) cum 0.24 3,462.14 830.91b) Labour

Mate day 0.06 194.50 11.67Mason 1st Class day 0.60 207.80 124.68Mazdoor (Unskilled) day 0.60 194.50 116.70Bhisti day 0.30 196.30 58.89

c) OH & Contractor's profit @ 12.5% on (a+b) 142.86Rate per 10 sqm = a+b+c+d 1,285.71

Note: 1 Scaffolding is already included in item 12.1

Plastering with cement mortar (1:4), 15 mm thickon brickwork in substructure as per technicalspecification Clauses 613.4 & 1204

Pointing with cement mortar (1:3) on brickworkas per drawing and technical specification Clauses613.3 and 1204


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

32

3

12.4 700

I. Coursed rubble masonry (1st sort)(i) In 1:3 cement mortar


Stone for CR masonry 1st sort cum 1.10 339.73 373.70Through and bond stone(7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum)

Nos. 7.00 34.90 244.30

Cement mortar (Rate as in item 11.5. I) cum 0.30 4,459.26 1,337.78b) Labour

Mate day 0.14 194.50 27.23Mason 1st Class day 1.50 207.80 311.70Mazdoor (Unskilled) day 2.10 194.50 408.45Bhisti day 0.08 196.30 15.70Add for scaffolding @ 5 per cent of cost ofmaterial (a) and labour (b) (a+b)

135.94



a) MaterialStone for CR masonry 1st sort cum 1.10 339.73 373.70Through and bond stone(7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum)

Nos. 7.00 34.90 244.30

Cement mortar (Rate as in item 11.5 II) cum 0.30 3,462.14 1,038.64b) Labour

Mate day 0.14 194.50 27.23Mason 1st Class day 1.50 207.80 311.70Mazdoor (Unskilled) day 2.10 194.50 408.45Bhisti day 0.08 196.30 15.70Add for scaffolding @ 5 per cent of cost ofmaterial (a) and labour (b) 5% on (a+b)

120.99


(iii) In cement mortar (1:5)Unit = cum


Nos. 7.00 34.90 244.30

Spalls/blasted rubbles cum 0.50 185.00 92.50Cement mortar (Rate same as in item 12.1III)

cum 0.33 2,925.22 965.32

b) Labour

Stone masonry in cement mortar for substructurecomplete as per drawing & technical specificationClauses 702, 704, 1202 and 1204

Though cement mortar of leaner mix has beenincluded in item 12.1, for cement plaster mix of 1:4has been proposed for better finishing

If cement plaster 12 mm or 18 mm thick is requiredelsewhere only the quantity of cement mortar maybe changed on prorata basis without any change inthe labour.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Mate day 0.14 194.50 27.23Mason 1st Class day 1.30 207.80 270.14Mazdoor (Unskilled) day 2.00 194.50 389.00Bhisti day 0.08 196.30 15.70As for scaffolding @ 5% on (a+b) 110.40


(iv) In cement lime mortar (1:0.5:4.5)Unit = cum


Nos. 7.00 34.90 244.30

Cement lime mortar (Rate as in item 11.5. III) cum 0.30 4,207.64 1,262.29

b) Labour Mate day 0.14 194.50 27.23Mason 1st Class day 1.50 207.80 311.70Mazdoor (Unskilled) day 2.10 194.50 408.45Bhisti day 0.08 196.30 15.70Add for scaffolding @ 5% of (a) and (b) 132.17


II. Coursed Rubble masonry (2nd sort) (i) In cement mortar (1:3)


Stone for CR masonry 2nd sort cum 0.60 339.73 203.84Through and bond stone(7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum)

Nos. 7.00 34.90 244.30

Spalls/blasted rubbles cum 0.50 185.00 92.50Cement mortar (Rate as in item 11.5 I) cum 0.33 4,459.26 1,471.56

b) LabourMate day 0.14 194.50 27.23Mason 1st Class day 1.30 207.80 270.14Mazdoor (Unskilled) day 2.00 194.50 389.00Bhisti day 0.08 196.30 15.70Add for scaffolding @ 5 per cent of cost ofmaterial (a) and labour (b)

135.71



a) MaterialStone for CR masonry 2nd sort cum 0.60 339.73 203.84Through and bond stone(7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum)

Nos. 7.00 34.90 244.30

Spall/blasted rubble cum 0.50 185.00 92.50Cement mortar (Rate same as in item 11.5 II) cum 0.33 3,462.14 1,142.50



Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Add for scaffolding @ 5 per cent of cost ofmaterial (a) and labour (b)

119.26




Nos. 7.00 34.90 244.30

Spall/blasted rubble cum 0.50 185.00 92.50Cement mortar (Rate same as in item 12.1III)

cum 0.33 2,925.22 965.32

b) LabourMate day 0.14 194.50 27.23Mason 1st Class day 1.30 207.80 270.14Mazdoor (Unskilled) day 2.00 194.50 389.00Bhisti day 0.08 196.30 15.70Add for scaffolding @ 5 per cent on (a+b) 110.40




Nos. 7.00 34.90 244.30

Spalls/blasted rubbles cum 0.50 185.00 92.50Cement lime mortar (Rate as in item 11.5 III) cum 0.33 4,207.64 1,388.52



III. Random rubble masonry (i) In cement mortar (1:3)


Stone for RR masonry cum 1.00 339.73 339.73Through and bond stone(7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum)

Nos. 7.00 34.90 244.30

Cement mortar (Rate as in item 11.5 I) cum 0.33 4,459.26 1,471.56

b) LabourMate day 0.12 194.50 23.34Mason 1st Class day 1.20 207.80 249.36Mazdoor (Unskilled) day 1.80 194.50 350.10Bhisti day 0.08 196.30 15.70Add for scaffolding @ 5 per cent of cost ofmaterial (a) and labour (b)

134.70



Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3(ii) In 1:4 cement mortar


Stone for RR masonry cum 1.00 339.73 339.73Through and bond stone(7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum)

Nos. 7.00 34.90 244.30

Cement mortar (Rate same as in item 11.5 II) cum 0.33 3,462.14 1,142.50

b) LabourMate day 0.12 194.50 23.34Mason 1st Class day 1.20 207.80 249.36Mazdoor (Unskilled) day 1.80 194.50 350.10Bhisti day 0.08 196.30 15.70Add for scaffolding @ 5 per cent of cost ofmaterial (a) and labour (b) 5% on (a+b)

118.25



a) MaterialStone for RR masonry cum 1.00 339.73 339.73Through and bond stone(7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum)

Nos. 7.00 34.90 244.30

Cement mortar (Rate same as in item 12.1III)

cum 0.33 2,925.22 965.32





Nos. 7.00 34.90 244.30

Cement lime mortar (Rate as in item 11.5 III) cum 0.33 4,207.64 1,388.52



12.5 800

For height upto 5 mUnit = cum

Plain/reinforced cement concrete in substructurecomplete as per drawings and technicalspecification Clauses 802, 804, 805, 806, 807,1202 ans 1204


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3I. P.C.C grade M 15

(i) Nominal mix (1:2.5:5)Unit = cum





319.04

e) OH & Contractor's profit @ 12.5% on (a+b+c+d) 438.68Rate per cum = a+b+c+d+e+f 3,948.16

(ii) Nominal mix 1:2.5:5 (Hand mixing)Unit = cum



c) Formwork @ 10% on (a+b) 318.83d) OH & Contractor's profit @ 12.5% on (a+b+c) 438.40

Rate per cum = a+b+c+d+e 3,945.57II. P.C.C. grade M 20

(i) Nominal mix (1:2:4)Unit = cum

a) MaterialCement t 0.33 7,670.20 2,531.17Sand cum 0.45 332.31 149.5440 mm aggregate cum 0.36 502.05 180.7420 mm aggregate cum 0.36 627.05 225.7410 mm aggregate cum 0.18 597.05 107.47




Rate per cum = a+b+c+d+e+f 4,550.32


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3(ii) Nominal mix 1:2:4 (Hand mixed)


Cement t 0.33 7,670.20 2,531.17Sand cum 0.45 332.31 149.5440 mm aggregate cum 0.36 502.05 180.7420 mm aggregate cum 0.36 627.05 225.7410 mm aggregate cum 0.18 597.05 107.47


c) Formwork @ 10% on (a+b+c) 367.49d) OH & Contractor's profit @ 12.5% on (a+b+c) 505.30

Rate per cum = a+b+c+d+e 4,547.73III. R.C.C grade M 20






4,818.38IV. R.C.C. grade M 25






5,330.94Note: 1

a. Add 2 per cent of cost of material, labour andmachinery to cater for extra lift.

For height above 5 m upto 10 m same as abovewith following changes:

Rate per cum = a+b+c+d+e+f

Rate per cum = (a+b+c+d+e+f)


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3b. The provision of formwork shall be 12 per

cent instead of 10 per cent of cost of material,labour and machinery

2

3

12.6 1000

Unit = ta) Material

HYSD bars including 5 per cent overlaps andwastage

t 1.05 44,200.60 46,410.63


site, tying, and placing in position


c) OH & Contractor's profit @ 12.5% on (a+b) 6,063.0854,567.69

12.7 1000

Unit = ta) Material

TMT bars including 5 per cent overlaps andwastage

t 1.05 48,200.60 50,610.63





12.8 1000

Unit = ta) Material

MS bars including 5 per cent overlaps andwastage

t 1.05 42,200.60 44,310.63

Binding wire kg 6.00 58.00 348.00

Supplying, fitting and placing TMT barreinforcement (Fe 415) in substructrue completeas per drawings and technical specificationClauses 1002, 1005, 1010 & 1202

Supplying, fitting and placing with MS barreinforcement (Fe 415) in substructrue completeas per drawings and technical specificationClauses 1002, 1005, 1010 & 1202

The cost of formwork has been increased for moreheight to account for cost of side support toformwork.Extra expenditure on structures which are morethan 5 m height is to cater for cost involved forapproaching the work spot by providing ramp foruse by labour.

Supplying, fitting and placing HYSD barreinforcement (Fe 415) in substructrue completeas per drawings and technical specificationClauses 1002, 1005, 1010 & 1202

Rate per t = a+b+c+d



Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3b) Labour for cutting, bending, shifting to




12.9 600

Unit = NosTaking output = 30 Nosa) Material

AC pipe 100 mm dia including wastage @ 5per cent. Average length of weep hole istaken as one metre for the purpose ofestimating

m 31.50 42.70 1,345.05

MS clamps Nos. 30.00 45.00 1,350.00Cement mortar 1:3 (For rate refer to item11.5 I)

cum 0.05 4,459.26 222.96

b) LabourMate day 0.03 194.50 5.84Mason 1st Class day 0.50 207.80 103.90Mazdoor (Unskilled) day 0.25 194.50 48.63

c) OH & Contractor's profit @ 12.5% on (a+b) 384.55Cost for 30 Nos = (a+b+c+d) 3,460.92

115.3612.10 1200


I) Granular materiala) Material

Granular material cum 12.00 201.89 2,422.68b) Labour

Mate day 0.28 194.50 54.46Mazdoor (Unskilled) day 10.00 194.50 1,945.00Bhisti day 0.40 196.30 78.52

c) OH & Contractor's profit @ 12.5% on (a+b) 562.585,063.24

Rate per cum = (a+b+c+d)/10 506.32II) Sandy material

Unit = cumTaking output = 10 cuma) Material

Sand cum 12.00 332.31 3,987.72

Cost for 10 cum of granular backfill =a+b+c+d

Backfilling behind abutment, wing wall and returnwall complete as per drawings & technicalspecification Clause 1204.3.8


Rate per No = (a+b+c+d)/30

Providing weepholes in brick masonry/stonemasonry, plain/reinforced concrete abutment,wing wall, return wall with 100 mm dia AC pipeextending through the full width of the structureswith slope of 1(V):20(H) towards drawing facecomplete as per drawing and technicalspecification Clauses 614, 709, 1204.3.7


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3b) Labour

Mate day 0.40 194.50 77.80Mazdoor (Unskilled) day 10.00 194.50 1,945.00Bhisti day 0.40 196.30 78.52

c) OH & Contractor's profit @ 12.5% on (a+b) 761.13Cost for 10 cum of sand backfill = a+b+c+d 6,850.17

685.0212.11 1200

Unit = cumTaking output = 10 cuma) Material

Filter media as per specification cum 12.00 948.89 11,386.68b) Labour

Mate day 0.40 194.50 77.80Mazdoor (Unskilled) day 9.00 194.50 1,750.50Mazdoor (Skilled) day 1.00 199.90 199.90Bhisti day 0.50 196.30 98.15

c) OH & Contractor's profit @ 12.5% on (a+b) 1,689.13Cost for 10 cum of filter media = a+b+c+d 15,202.16

1,520.2212.12 1200

Unit = cubic centimetre

Overall volume = 19200 cu.cm

Hence volume of elastomer = 14655 cu. cm.a) Labour

Mate day 0.06 194.50 11.67Mazdoor (Unskilled) day 1.00 194.50 194.50Mazdoor Skilled day 0.50 199.90 99.95

b) MaterialElastomeric bearing assembly consisting of 7internal layers of elastomer bonded to 6 nos.internal reinforcing steel laminates by theprocess of vulcanisation, complete with allcomponents as per drawing and technicalspecification

Nos. 1.00 38,500.00 38,500.00

Volume of 6 Nos 488x388x4 mm size reinforcingsteel plates = 4545 cu.cm.

Considering an elastomeric bearing of size 500 x400 x 96 mm for this analysis,

Providing and laying filter media with granularcrushed aggregates as per specification to athickness of not less than 600 mm with smallersize towards the soil and bigger size towards thewall and providing over the entire surface behindabutment, wing wall, return wall to the fullheight, compacted to firm condition complete asper drawing and technical specification Clause1204.3.8

Rate per cum = (a+b+c+d)/10

Rate per cum = (a+b+c+d)/10

Supplying, fitting and fixing in position true to lineand level elastomeric bearing conforming toIRC:83 (Part-II) Section IX complete, including allaccessories as per drawings and technicalspecification Clause 1207.1


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Add for anchorage bolts if required andconsumables @ 1 per cent on (a+b)

388.06


2.30

Note:

12.13 600

Unit = Running mTaking output = 1 mAssume wall thickness = 345 mm

Quantity = 1 x 0.395 x 0.150 = 0.059PCC M-20 Grade (1:2:4) Nominal MixAs per item No. 12.5 (II)(i) cum 0.059 4,550.32 268.47

26.85

Cost of 1 m = a 268.47Rate per m = a 268.47

12.14 1200

Unit = Nosa) Material

AC pipe 100 mm dia i/c wastage of 5 per cent 600 mm long upto the bottom of levellingcourse

m 0.63 42.70 26.90

Filter media base with stone aggregate 0.5 mx 0.5 m area 1 m deep

cum 0.25 948.89 237.22


c) OH & Contractor's profit @ 12.5% on (a+b) 53.63Rate per No = (a+b+c+d) 482.71

Providing pressure relief pipes 100 mm dia inbottom slab of box cell on a filter media base of500 mm x 500 mm as per drawing and technicalspecification Clause 1205.5.7

For such type of manufactured item, the overhead cost is taken as 30 per cent instead of 20 per cent

Providing PCC M-20 architectural coping on thetop of wing wall, return wall etc. complete as perdrawing and technical specification Clauses 615,710 and 1204.3.11

Add 10 per cent extra of cost of (a) beingarchitectural coping

Projection of the coping will be 25 mm wide onboth side of the wall = 345 + 50 = 395 mm

Cost for 19200 cu.cm. of elastomeric bearing =a+b+c+d

Rate per cu.cm of elastomeric bearing =(a+b+c+d)/19200


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 713.1 800

I. R.C.C grade M 20(i)





d) Add for formwork and stagingHeight upto 5 m @ 20% of (a+b+c) 771.53

e) Overhead & contractor's profit @ 12.5% on (a+b+c+d) 578.65Rate per cum = a+b+c+d+e 5,207.81

(ii)Unit = cuma) Material

Cement t 0.35 7,670.20 2,684.57Coarse aggregate cum 0.45 332.31 149.5420 cum aggregates cum 0.54 627.05 338.6110 mm aggregate cum 0.36 597.05 214.94


c) For formwork and staging add thefollowing percentage of (a+b)Height upto 5 m @ 20 per cent of (a+b) 773.59Height from 5 m to 10 m @ 25 per cent of (a+b)Height above 10 m @ 30 per cent of (a+b)

d) Overheads & contractor's profit @ 12.5% on (a+b+c) 580.19Rate per cum = a+b+c+d 5,221.72

(iii)a) Material


b) LabourMate day 0.08 194.50 15.56Mason (1st Class) day 0.12 207.80 24.94Mazdoor (Unskilled) day 1.73 194.50 336.49

For nominal mix 1:2:4

For nominal mix 1:2:4 (Hand mixed)

For design mix RCC M 20

Chapter 13SUPERSTRUCTURE

Description

Providing and laying reinforced cement concretein superstructure as per drawing and technicalspecifications Clauses 800, 1205.4 and 1205.5

3


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Bhisti day 0.27 196.30 53.00


d) For formwork and staging add thefollowing percentage of (a+b+c):Height upto 5 m @ 20 per cent 748.05

e) Overheads & contractor's profit @ 12.5% on (a+b+c) 561.03Rate per cum = a+b+c+d+e 5,049.31

Note: 935.06

II.Unit =cuma) Material



e) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.40 190.00 76.00

d) For formwork and staging refer to sub-item (c) of I (ii) above

773.59

e) Overheads & contractor's profit @ 12.5% on (a+b+c) 631.34Rate per cum = a+b+c+d+e+f 5,682.08

Note:

III.Unit =cuma) Material

Cement t 0.43 7,670.20 3,298.19Sand cum 0.45 332.31 149.5420 mm aggregate cum 0.54 627.05 338.6110 mm aggregate cum 0.36 597.05 214.94



d) For formwork and staging refer to sub-item (d) of I (II) above

1,480.93

e) Overheads & contractor's profit @ 12.5% on (a+b+c) 748.52Rate per cum = a+b+c+d+e 6,736.71

Height from 5 m to 10 m @ 25 per centHeight above 10 m @ 30 per centR.C.C M 25

This analysis will hold good for concrete of nominal mix 1:1½:3 also

R.C.C. Grade M 30


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Note: 1

2

13.2 1000

Unit = ta) Material

HYSD bars including 5 per cent for laps and wast 1.05 44,200.60 46,410.63Binding wire kg 8.00 58.00 464.00

b) Labour for cutting, bending, tying andplacing in positionMate day 0.44 194.50 85.58Blacksmith day 3.00 207.80 623.40Mazdoor (Unskilled) day 8.00 194.50 1,556.00

c) Overheads & contractor's profit @ 12.5% on (a+b) 6,142.45Rate per t = a+b+c 55,282.06

13.3 1000

Unit = ta) Material

TMT bars including 5 per cent for laps and wastt 1.05 48,200.60 50,610.63Binding wire kg 8.00 58.00 464.00

b) Labour for cutting, bending, tying andplacing in positionMate day 0.44 194.50 85.58Blacksmith day 3.00 207.80 623.40Mazdoor (Unskilled) day 8.00 194.50 1,556.00


13.4 1000

Unit = ta) Material

MS bars including 5 per cent for laps and wasta t 1.05 42,200.60 44,310.63Binding wire kg 8.00 58.00 464.00

Supplying, fitting, and placing TMT barreinforcement in superstructure complete as perdrawing and technical specifications Clauses1002, 1010 and 1202

Supplying, fitting, and placing MS barreinforcement in superstructure complete as perdrawing and technical specifications Clauses1002, 1010 and 1202

Quantity of cement provided for variouscomponents of the superstructure is for estimatingpurpose only. Actual quantity of cement will be asper approved mix design. Similarly quantity forcorase and fine aggregates is for estimatingpurpose and the exact quantity shall be as per themix design use of design mix in place of nominalmix of concrete of M 20 and higher grader shall beprepared. Nominal mix of grades M 20 and M 25 isto be used with adequate supervision and qualitycontrol requirements Clause 803 technicalspecificatiosnFor higher grades like M 25 and M 30, if adopted,design mix is recommended.

Supplying, fitting, and placing HYSD barreinforcement in superstructure complete as perdrawing and technical specifications Clauses1002, 1010 and 1202


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3b) Labour for cutting, bending, tying and

placing in position



13.5 800


Cement t 0.43 7,670.20 3,298.19Sand cum 0.45 332.31 149.5420 mm aggregate cum 0.54 627.05 338.6110 mm aggregate cum 0.36 597.05 214.94HYSD bar reinforcement (Rate as per item 13.2 t 0.075 46,410.63 3,480.80Binding Wire kg 0.01 58.00 0.58

b) LabourMate day 0.10 194.50 19.45Mason (1st Class) day 0.12 207.80 24.94Mazdoor (Unskilled) day 3.00 194.50 583.50Bhisti day 0.27 196.30 53.00Blacksmith day 0.30 207.80 62.34


d) Formwork @ 3% of cost of concrete 224.48e) Overheads & contractor's profit @ 12.5% on (a+b+c+d) 1,065.79Rate per cum = a+b+c+d+e 9,592.15

13.6 800

Unit = Runing mTaking output = 4x12 m Span = 48 ma) M 25 grade R.C.C.

No. of vertical posts = (6+1) 4 = 28 nosCross-sectional area of vertical post = Concrete in vertical posts = 0.069 x28x1.00 = Hand rail in 3 tiers = 3x48 = 144 mCross-sectional area = 0.17x0.175 = 0.03 sqmConcrete in hand rails = 0.03 x 144 = 4.32 cumTotal concrete = 1.932+4.32 = 6.252 cum cum 6.25 4,729.69 29,570.00

b) HYSD bar reinforcement (Rate as peritem 13.2)

t 1.36 46,410.63 63,118.46

c) Overheads & contractor's profit @ 12.5% on (a+b) 11,586.06Cost for 48 m = (a+b+c) 104,274.51Rate per m = (a+b+c)/48 2,172.39

Construction of R.C.C. railing of M 25 grade incast-in-situ with 20 mm nominal size aggregate,true to line and grade, tolerance of verticalrailing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not toexceed 2000 mm as per drawing and technicalspecifications Clauses 800, 900 and 1208.3

Providing and laying cement concrete wearingcourse M 30 grade including reinforcementcomplete as per drawing and technicalspecifications Clauses 800 and 1206.3


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Sub Analysis for Rate of Concrete

a) MaterialCement t 0.40 7,670.20 3,068.08Coarse sand cum 0.45 332.31 149.5420 mm aggregate cum 0.54 627.05 338.6110 mm aggregate cum 0.36 597.05 214.94



d) Formwork @ 12% 452.54Total (a+b+c+d) 4,729.69

Note: 1

2

13.7 1200

Unit = Runing mTaking output = 100 ma) Material1) IS MC 100=2.806x1.05=2.946 t t 2.946 50,600.60 149,069.372) MS Flats = 0.964x1.05 =1.012 t t 1.012 50,600.60 51,207.813) MS bars = 0.17x1.05=0.18 t t 0.18 42,200.60 7,596.114) MS bolts, nuts and washers t 0.15 71,500.00 10,725.00b) Labour

Mate day 2.80 194.50 544.60Blacksmith day 30.00 207.80 6,234.00Mazdoor (Unskilled) day 40.00 194.50 7,780.00

c) Add 5 per cent of (a) for painting oneshop coat with red oxide primer andthree coats of synthetic enamel paintand consumables @ 5% on (a)

10,929.91

d) Add for cost of concrete for fixingvertical post in the preformed recess @ 1per cent of (a)

2,185.98

e) Add for electricity charges, welding anddrilling equipment, electrodes and otherconsumables @ 1 per cent of (a)

2,185.98

f) Overheads & contractor's profit @ 12.5% on (a+b+c+d+e) 31,057.35Rate per m = (a+b+c+d+e+f)/100 2,795.16

Note: A typical drawing for MS railing has been followed for estimate purpose. Rate may be worked out as per design to be followed

48 m length is the total linear length adding bothsides of 2x12 m span

Quantities of material have been adopted fromstandard plans of MORTH vide drawing No SD/202

Providing fitting and fixing mild steel railingcomplete as per drawing and technicalspecifications Clause 1208.2


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

313.8 1200

Unit = Running mTaking output = 2 x 10 m = 20 ma) Materiali) Steel posts IS MB 100 (100 x 75) t 0.13 50,600.60 6,578.08

5 x 2 x 11.5 x 1.1 x 1.05 = 130 kgii) 50 mm dia steel pipes m 60.00 360.00 21,600.00

20 x 3 = 60 miii) M.S Bolts, nuts and washers t 0.05 71,500.00 3,575.00

Add @ 5 per cent of (a) for painting one shop 1,587.65Add for electricity charges, welding and drilling 317.53

b) LabourMate day 0.56 194.50 108.92Blacksmith day 6.00 207.80 1,246.80Mazdoor (Unskilled) day 8.00 194.50 1,556.00

c) Overheads & contractor's profit @ 12.5% on (a+b) 4,571.25Cost for 20 m steel railing = a+b+c 41,141.23Rate per metre = (a+b+c+d)/20 2,057.06

13.9 600


Bricks Nos. 500.00 4.69 2,345.00Cement mortar (Rate as in item 11.5 I) cum 0.24 4,459.26 1,070.22


c) Overheads & contractor's profit @ 12.5% on (a+b) 493.68Rate per cum = a+b+c 4,443.11

13.10 1200

Unit = 1 Noa) Materiali) Corrosion resistant structural steel grating

including 5 per cent wastagekg 4.00 60.00 240.00

ii) G I pipe 100 mm dia m 1.00 794.00 794.00b) Labour

For fabricationMate day 0.02 194.50 3.89Blacksmith, Welder etc. (Skilled) day 0.02 207.80 4.16Mazdoor (Unskilled) day 0.20 194.50 38.90For fixing in position

Brick masonry work in cement mortar 1:3 inparapet excluding pointing and plastering as perdrawing and technical specifications Clauses 600,900 and 1208.4

Providing and fixing in position pipe railingconsisting of IS Rolled steel joist postsdesignation IS MB 100 (100x75) at 2.5 m intervaland three rows of 50 mm dia steel pipes (light)including fixing in position on bridge deckcomplete as per drawing and technicalspecifications Clause 1208.2

Drainage spouts complete as per drawing andtechnical specifications Clause 1209


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Mate day 0.01 194.50 1.95Mason (1st Class) day 0.01 207.80 2.08Mazdoor (Unskilled) day 0.20 194.50 38.90Add @ 5 per cent of cost of material and labour (a+b) for electrodes, gas cutt 4.49

c) Overheads & contractor's profit @ 12.5% on (a+b) 141.05Rate per m = a+b+c 1,269.41

13.11 800

(i)Unit = cuma) Material




d) Overheads & contractor's profit @ 12.5% on (a+b) 398.80Rate per cum = a+b+c+d 3,589.23

(ii)Unit = cuma) Material



c) Overheads & contractor's profit @ 12.5% on (a+b) 398.54Rate per cum = a+b+c 3,586.88

13.12 800


Reinforced cement concrete M 25 gradeRate as per Item 13.1 II cum 1.00 5,682.08 5,682.08HYSD reinforcementRate per item 13.2 t 0.05 55,282.06 2,764.10

Rate per cum = (a) 8,446.18

P.C.C. M 15 ordinary grade (1:2.5:5) levellingcourse below approach slab complete as perdrawing and technical specifications Clauses 800and 1211

Reinforced Cement Concrete M 25 gradeapproach slab including reinforcement andformwork complete as per drawing and technicalspecifications Clauses 800 and 1211

Nominal mix 1:2.5:5 (Hand mixing)

Nominal mix (1:2.5:5)


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

313.13 1200

Unit = Running mTaking output = 7.5 ma) Material

Supply of elastomeric slab seal expansion joint m 7.50 38,500.00 288,750.00b) Labour

Mate day 0.04 194.50 7.78Mazdoor (Unskilled) day 0.70 194.50 136.15Mazdoor (skilled) day 0.40 199.90 79.96

c) Overheads & contractor's profit @ 12.5% on (a+b) 36,121.74Cost for 7.5 m = a+b+c 325,095.63Rate per m = (a+b+c)/7.5 43,346.08

Note:

13.14 1200

Unit = Running mTaking ourtput = 7.5 ma) Material

kg 293.00 94.00 27,542.00

1,377.10

m 7.50 35.00 262.50

2.63

b) LabourMate day 0.024 194.50 4.67Mazdoor (Skilled) day 0.20 199.90 39.98Mazdoor (Unskilled) day 0.40 194.50 77.80

c) Overheads & contractor's profit @ 12.5% on (a+b) 3,663.33Cost for 7.5 m = a+b+c 32,970.01

Providing and laying of compression seal jointconsisting of steel armoured nosing at two edgesof the joint gap suitably anchored to the deckconcrete and a preformed chloroprene elastomeror closed cell foam joint sealer compressed andformed into the joint gap with special adhesivebinder as per drawing, and technicalspecifications Clause 1207.2.4

Providing and laying of an elastomeric slab sealexpansion joint complete as per approveddrawing and approved specifications to beinstalled by manufacturer/supplier or theirauthorised representative ensuring complianceto the manufacturer’s instructions forinstalllation and as per technical specificationsClause 1207.2.5

Galvanised angle section 100 mm x 100 mm of 12mm thickness weldable structural steel as perIS:2062, 2 Nos. of 7.5 m length each @ 17.7 kg/mand 5 per cent wastage.

For this specialised item, overhead cost is assumed as 30 per cent

Add 5 per cent of cost of above for structural steelfor welding and other incidentals.

Preformed continuous chlorprene elastomer orclosed cell foam sealing element with high tearstrength, vulcanised in a single operation for thefull length of a joint to ensure water tightness.

Add 1 per cent of cost of sealing element forlubricant-cum-adhesive and other consumables.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Rate per m = (a+b+c)/7.5 4,396.00

Note: 1

2

3

4

13.15 1200


kg 150.00 94.00 14,100.00

141.00


c) Overheads & contractor's profit @ 12.5% on (a+b) 1,790.26Cost for 7.5 m = a+b+c 16,112.36Rate per m = (a+b+c)/7.5 2,148.31

13.16 1200I)


Copper plate - 7.5 m long x 250 mm wide kg 34.00 390.00 13,260.00Area = 7.5 x 0.25 = 1.875 sqmWeight = 1.875 x 0.002 x 8900 = 33.4 kg.Wastage @ 2.5% = 0.83 kg.Total weight = 34 kg

b) Labour

The anchoring bars of the expansion joint assemblyshall be welded to the main reinforement of thedeck.

For this specialised item overheads are assumed @30 per cent

Providing and laying a buried expansion joint,covered with 12 mm thick, 200 mm widegalvanised weldable structrual steel plate as perIS:2062, placed symmetrical to centre line of thejoint, resting freely over the top surface of thedeck concrete, welding of 8 mm dia, 100 mmlong galvanised nails spaced 300 mm c/c alongthe centre line of the plate, as per technicalspecifications Clauses 1207.2.3

The installation shall be done by the manufactureror his authorised representative to the satisfactionof the Engineer.

The concreting for joining the expansion jointassembly with the deck has not been included inthis analysis as the same is catered for in thequantities of R.C.C deck

Galvanised M.S. plate 200 mm wide 12 mm thick @94.20 kg/sqm including 5 per cent wastage.

Add 1 per cent of cost of steel plate for cutting,welding, consumables and galvanised nails.

Providing and fixing 2 mm thick corrugatedcopper plate in expansion joint as perdrawing and technical specifications Clause1207.2.2

Filler Joint


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3For cutting, bending, carrying and fixingetc.Mate day 0.02 194.50 3.89Mazdoor (Unskilled) day 0.35 194.50 68.08Mazdoor (Skilled) day 0.35 199.90 69.97

c) Overheads & contractor's profit @ 12.5% on (a+b) 1,675.24Cost for 7.5 m = (a+b+c) 15,077.17Rate per m = (a+b+c)/7.5 2,010.29

II)


20 mm thick compressible fibre board7.5 m long and 250 mm deep

sqm 1.875 358.00 671.25

Area = 7.5 x 0.25 = 1.875 sqmb) Labour

For carrying, placing and fixingMate day 0.01 194.50 1.95Mazdoor (Unskilled) day 0.10 194.50 19.45Mazdoor (Skilled) day 0.10 199.90 19.99

c) Overheads & contractor's profit @ 12.5% on (a+b) 89.08Cost for 7.5 m = a+b+c 801.71Rate per m = (a+b+c+d)/7.5 106.90

III)


Premoulded joint filler 7.5 m long, 20 mm sqm 2.25 363.00 816.75b) Labour

Mate day 0.01 194.50 1.95Mazdoor (Unskilled) day 0.13 194.50 25.29Mazdoor (Skilled) day 0.07 199.90 13.99

c) Overheads & contractor's profit @ 12.5% on (a+b) 107.25Cost for 7.5 m = (a+b+c+d) 965.22Rate per m = (a+b+c)/7.5 128.70

IV)

Unit = Running mTaking output = 7.5 m

a) MaterialSand cum 0.008 312.31 2.50Volume = 7.5 x 0.1 x 0.01 = 0.008 cum

Providing and fixing 20 mm thickcompressible fibre board in expansion jointcomplete as per drawing and technicalspecifications

Providing and fixing in position 20 mm thickpremoulded joint filler in expansion joint forfixed ends of simply supported spans,covered with sealant complete as perdrawing and technical specifications

Providing and fillling joint sealing compoundas per drawings and technical specificationswith coarse sand and 6 per cent bitumen byweight.

7.5 m long x 100 mm wide x 10 mm deep recess


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Weight = 0.008 x 1400 = 11.2 kgBitumen-11.2 x 0.06 = 0.672 kg t 0.0007 44,966.00 31.48


c) Overheads & contractor's profit @ 12.5% on (a+b+c) 19.66Cost for 7.5 m with 10 mm depth =a+b+c+d 176.92Rate per m with 1 cm depth = (a+b+c+d)/7.5 23.59

Note:

13.17 700

I. Random rubble masonryRate same as in item 12.4 III (i) cum 3,182.39

II. Coursed rubble masonry (1st sort)Rate same as in item 12.4 I (i) cum 3,211.66

13.18 600

Rate same as in item 12.2 sqm 429.7113.19 600

Rate same as in item 12.3 sqm 128.5713.20 800

I. Nominal mix 1:2.5:5 (Hand mixing)Rate same as in item 12.5 I (ii) cum 3,945.57

II. Nominal mix (1:2.5:5)Rate same as in item 12.5 I (i) cum 3,948.16

13.21 1200

i. sqm 108.78

ii. sqm 43.34

Note:

13.22 1200

Pointing with cement mortar (1:3) on brickworkin parapet as per technical specifications Clauses613.3 and 1208.4

Plastering with cement mortar (1:3) 15 mm thickon brickwork in parapet as per technicalspecifications Clauses 613.4 and 1208.4

Providing and laying parapet with PCC M 15 asper drawing & technical specifications Clauses800 and 1208.4

Providing bituminous wearing coat comprising of20 mm thick premix carpet with 5 mm thick sealcoat Type B for culverts as per drawing andtechnical specifications Clauses 1206.2 and 500

For arriving at the final rate for filler joints per m length and per cm depth of joint filling compound, the rates of Sr. Nos (i), (ii), (iii) and (iv) shall be added.Stone masonry in cement mortar 1:3 for parapetcomplete as per drawing and technicalspecifications Clauses 700 and 1208.4

Rate for wearing coat as per item No. 5.9 ofChapter 5Rate for seal coat Type B as per item No. 5.12 ofChapter 5

This type of wearing coat may be adopted where a cushion is provided over the culvert and the adjoining road pavement is continued over it.Providing bituminous wearing coat comprising of50 mm thick bituminous macadam overlaid by 20mm thick premix carpet with 5 mm thick sealcoat Type B


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3i. cum 5,285.64

ii. sqm 108.78

iii. sqm 43.34

13.23 600


Brick 1st class Nos. 525.00 4.69 2,462.25Cement mortar (1:4) (Rate same as for item11.5 II)

cum 0.24 3,462.14 830.91

b) LabourMate day 0.20 194.50 38.90Mazdoor (Unskilled) day 1.60 194.50 311.20Mason (1st Class) day 2.00 207.80 415.60Bhisti day 0.08 196.30 15.70

c) Add for centering and shuttering @110% of (a+b)

4,482.02

d) Overheads & contractor's profit @ 12.5% on (a+b+c) 1,069.57Rate per cum = a+b+c+d 9,626.16

Note: 1

2

3

4

5

13.24 700


Stone for CR masonry 1st sort cum 1.10 339.73 373.70Through and bond stone (7 Nos 0.24x0.24x0.39 Nos. 7.00 34.90 244.30Cement mortar (Rate as in item 11.5 II) cum 0.30 3,462.14 1,038.64


Rate for BM layer may be analysed as per item No5.3 of Chapter 5

Rate of 20 mm premix carpet wearing course asper item No.5.9 of Chapter 5Rate of seal coat Type B as per item No. 5.12 ofChapter 5

Brickwork in arches in cement mortar 1:4complete including centering and shutteringexcluding pointing and plastering as per drawingand technical specifications Clauses 606 and1205.1

Rate for spandrel filling will depend on the fillingmaterial adopted

Coursed rubble stone masonry arch (Ist sort) incement mortar (1:4) complete includingcentering etc. complete as per drawing andtechnical specifications Clauses 706 and 1205.1

In case cement mortar 1:3 is used, rate as in item11.5 I. will hold good.

Quantity of bricks for arches will be about 10 percent more than that for ordinary brickwork .In case special arch bricks are used, the quantity ofbricks per cum shall be taken as 580 Nos.

Rates for spandrel walls shall be taken same as forbrickwork in substructure.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3c) Add for centering and shuttering @ 100

% of (a+b)2,752.82

d) Overheads & contractor's profit @ 12.5% on (a+b+c) 688.21Rate per cum = a+b+c+d 6,193.85

Note: 1

2

13.25 800

Unit = cumI. RCC grade M20 (1:2.4) nominal mix

a) MaterialCement t 0.35 7,670.20 2,684.57Coarse sand cum 0.45 332.31 149.5420 mm aggregate cum 0.54 627.05 338.6110 mm aggregate cum 0.36 597.05 214.94



d) Add for cost of centering and shuttering 1,961.94e) Overheads & contractor's profit @ 12.5% on (a+b+c=d) 735.73Rate per cum = a+b+c+d+e 6,621.54

II. RCC Grade M 25a) Material




d) Add for cost of centering and shuttering 2,169.03e) Overheads & contractor's profit @ 12.5% on (a+b+c) 813.39Rate per cum = a+b+c+d+e+f 7,320.49

In case cement mortar 1:3 is used, rate for thesame shall be as per item 11.5 I.The addition for centering and sluttering at (c)above is for arch above 6 m span. For lesser spanlength the addition shall be 80 per cent for spanabove 4 m length and 50 per cent for spans lessthan 4 m.

Providing & Laying reinforced cement concretearch complete including centering and shutteringexcluding reinforcement as per drawings andtechnical specifications Clauses 800, 900 and1205.1


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Note:

13.26 1200

A) Steel sectionUnit = quintal

a) MaterialR.S.Js 350 m x 200 mm @ 56.9 kg/m6.0 m x 56.9 kg = 341.4 kgAdd 5 per cent for wastage = 17.87 kgTotal = 358.47 kg25 cm wide x 12 mm thick plate4x6x8.25 = 565.25 kgWastage 5 per cent = 28.3 kgTotal = 593.54 kgAdd shear connectors @ 10% = 59 kgTotal = 358.47 +593.5+59 = 1011 kgSteel fabricated section q 10.11 5,060.06 51,157.21Rivets 22 mm dia = 240 NosWastage @ 5 per cent = 12 NosTotal = 252 NosQuantity of rivetting @ 1.8 kg per 10 rivets =45.35 kg

q 0.454 7,150.00 3,246.10

Add 5 per cent of cost of material for paintingone shop coat with red oxide primer and threecoats of synthetic enamel and consumables

2,720.17

b) LabourFitter day 6.00 196.30 1,177.80Blacksmith day 6.00 207.80 1,246.80Mazdoor (Unskilled) day 12.00 194.50 2,334.00

c) Overheads & contractor's profit @ 12.5% on (a+b+c) 7,735.26Cost for 10.11 q = a+b+c 69,617.33Rate per quintal = (a+b+c+d)/10.11 6,885.99

Note: i) In case of welded section, welding charges per cmlength of welding shall substitute cost of rivetting

The additional cost of centering and shuttering @50 per cent of cost of material and labour shall holdgood for arch spans of 6 m and above. For lesserlength of spans, the corresponding additional costcan be taken as 40 per cent for spans above 4 mlength and 30 per cent for spans less than 4m.

Providing steel R.S.Js/built-up steel sectionsincluding cutting, welding/rivetting, hoisting,fixing in position for composite girders withshear connectors complete with painting as perdrawing and technical specifications Clause1205.6

Taking output for a typical 6 m long built up section comprising of of R.S.Js, with connecting plates with shear connectors


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3ii)

iii)

iv)

v)

vi)

Mate day 0.01 194.50 1.95 Mazdoor (Skilled) day 0.06 199.90 11.99Mazdoor (Unskilled) day 0.24 194.50 46.68

vii)

viii)

Shear connectors should always be welded to thetop flange

The analysis of R.C.C. deck slab for the compositegirder to be adopted from the item 13.1 of concretesuperstructure

The provision of 10 per cent for shear connectors inthe typical case is tentative. The quantity shall beworked out as per design. The cost of painting can also be analysed in detailin accordance with item 10.6 of Chapter 10

In the analysis of deck slab for composite girdersuperstructure, the component of formwork for thesame shall be 20 per cent of cost of materials,labour and machinery for deck slab.

For spans upto 6 m with height above 5 m extralabour of mazdoor @ 3.0 days per quintal may beaddedFor higher span lengths of different heightsfollowing additional labour for erection of steelgirders on pier/abutment caps may be provided:

However, it is preferable to analyse the cost oferection of composite girder type of superstructurefor required span range and height range with aproject - specific methodology.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 714.1 1300


Stone boulder (25 kg minimum) cum 1.00 185.00 185.00Stone spalls cum 0.20 274.73 54.95



Note:

14.2 1300

Unit = cum

a) MaterialStone boulder (25 kg minimum) cum 5.63 185.00 1,041.55Stone spalls cum 1.13 274.73 310.44GI wires 4 mm dia @ 32 kg/10 sqm kg 64.00 92.00 5,888.00

b) LabourMate day 0.18 194.50 35.01Mazdoor (Skilled) day 1.50 199.90 299.85Mazdoor (Unskilled) day 3.00 194.50 583.50Add for labour for weaving the wire crates @ 2per cent of cost of GI wire

18.37

c) OH & Contractor's profit @ 12.5% on (a+b) 1,022.09Cost for 5.63 cum = a+b+c+d 9,198.81Rate per cum = (a+b+c)/5.63 1,633.89

Note: 1

2 The analysis will by & large hold good for gabions

Chapter 14PROTECTION WORKS

Description

Providing and laying boulder apron for bedprotection with stone boulders of minimum sizeand weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as perdrawing and technical specifications Clause 1301

3

Nominal excavation required for preparation of bed hasbeen taken into account while making provisions forlabour.

Providing and laying of boulder apron laid in wirecrates with 4 mm dia GI wire conforming to IS:280and IS:4826 in 100 mm x 100 mm mesh (wovendiagonally) including 10 per cent extra for laps andjoints laid with stone boulders weighing not lessthan 25 kg each as per drawing and technicalspecifications Clause 1301

Nominal cost of trimming for preparation of bed hasbeen included in the cost of labour

Taking ouput = 3 m x 1.5 m x 1.25 m = 5.63 cum


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

314.3 1300

Unit = cuma)

(Rate as per item No 11.4 II (i) cum 1.00 3,732.80 3,732.8074.66

Rate per cum = (a) 3,807.4614.4 1300

A)

Unit = Running metreTaking Output = 3.00 metrea) Materials

2nd Class Bamboo 65 mm to 75 mm dia, (1.2 mto 3.0 m)

nos. 15.00 45.00 225.00

Binding Wire kg 0.15 58.00 0.02Brush Wood (LS Rs.10.00) LS 10.00

b) LabourMate day 0.04 194.50 0.00Mazdoor (Unskilled) day 1.00 194.50 1.00

c) Sundries (LS Rs.5.00) LS 5.00d) OH & Contractor's profit @ 12.5% on(a+b+c) 30.13Cost for 3 metre = a+b+c+d+e 271.15Rate per metre = (a+b+c+d) / 3.00 90.38

B)

a) Materials2nd Class Bamboo 65 mm to 75 mm dia, (1.8 m-2.5 m) long

nos. 14.00 25.00 196.00

Binding Wire kg 0.15 58.00 0.02Brush Wood (LS Rs.10.00) LS 10.00


c) Sundries LS 5.00d) OH & Contractor's profit @ 12.5% on (a+b+c) 26.50Cost for 3 m = a+b+c+d 238.53Rate per m = (a+b+c+d) / 3.00 79.51

Driven at least 900 mm below ground and 900 mmabove ground on average

Concrete grade M 15

Add 2 per cent of cost to account for excavation forpreparation of bed, nominal surface reinforcementand filling of granular material in recesses betweenblocks.

Single bamboo palasiding / walling of whole 2ndclass bamboo (Jati or Bethua) 75mm dia andclosely packed & driven including fitting fixing withhalf bamboo kamis horizontally in three rows withcane or tying with wire complete and struts 1.5 mapart longitudinally and providing brush wood asper drawing and technical specifications Clause1302.5

Driven at least 900 mm below ground and 1200 mmabove ground

Providing and laying of apron with cement concreteblocks of size as per Table 1300.1 cast-in-situ andmade with nominal mix of M-15 grade cementconcrete as per drawing and technicalspecifications Clause 1301


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

314.5 1300

I. Stone/BoulderUnit = cuma) Material

Stone boulder (25 kg minimum) cum 1.00 185.00 185.00Stone spalls of minimum 25 mm size cum 0.20 274.73 54.95


c) OH & Contractor's profit @ 12.5% 15% on (a+b) 58.29Rate per cum = (a+b+c) 524.62

II.

a) Concrete grade M 15(Rate as per item No. 11.4 II (i)except that thesize of aggregate shall be 20 mm & down

cum 1.00 3,732.80 3,732.80

Add 2 per cent of cost to account for surface 74.66Rate per cum = (a) 3,807.46

III. Unit = cuma) Material

Bricks Nos. 500.00 4.69 2,345.00Cement mortar 1:4 (Rate as in item 11.5 II) cum 0.24 4,173.88 1,001.73


c) OH & Contractor's profit @ 12.5% on (a+b) 485.36Rate per cum = (a+b+c) 4,368.24

14.6 1300


Graded stone aggregate of required size cum 1.20 446.81 536.17b) Labour

Mate day 0.05 194.50 9.73Mazdoor (Skilled) day 0.25 199.90 49.98Mazdoor (Unskilled) day 1.02 194.50 198.39


Note:

14.7 1300

I.

Providing and laying pitching on slopes laid overprepared filter media as per drawing and technicalspecifications Clause 1302

Cement concrete blocks of size as per Table 1300.2 cast in cement concrete of grade M 15

Rubble stone laid in cement mortar 1:3

Brick pitchng set in cement mortar 1:4

Providing and laying filter material underneathpitching in slopes complete as per drawing andtechnical specifications Clause 1302

Labour cost includes labour required for trimming of slopeto proper profile and preparation of bed.

Providing and laying flooring laid over cementconcrete bedding complete as per drawing andtechnical specification Clause 1303


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Unit = cuma) Materiali. Cement mortar (1:3) (For rate refer to item

11.5 (I)cum 0.33 4,443.11 1,466.23

ii. Add for cement concrete bedding (M 10)nominal mix) (For rate refer to item 11.4 I (i)

cum 3,611.23 0.00

* Quantity shall be adopted as per design.Add 1 per cent of cost to account for excavationfor preparation of bed

14.66

iii. Stone for rubble flooring 150 mm thick cum 1.00 185.00 185.00iv. Stone spalls cum 0.20 274.73 54.95b) Labour


c) OH & Contractor's profit @ 12.5% on (i+ii+iii+a+b) 266.51Rate per cum = a+b+c 2,398.55

Note:

II. cum 1.00 3,732.80 3,732.80

cum 3,732.80 0.00

* 37.33

Rate per cum 3,770.13III.

Unit=cuma) Material

Bricks Nos 500.00 4.69 2,345.00Cement mortar (1:3) [(Rate as in item 11.5 (i)] cum 0.15 4,459.26 668.89

Cement mortar bedding (1:5) [(Rate as in itm12.1 (iii)]

cum 0.25 2,925.22 731.31



14.8 1303


Stone for rubble flooring 150 mm thick cum 1.00 185.00 185.00Stone spalls cum 0.20 274.73 54.95

b) LabourMate day 0.10 194.50 19.45

Cement conrete blocks grade M 15

Quantity of cement mortar is inclusive of mortar for layingand filling of joints.

Brick on edge laid in cement mortar (1:3)

Providing and laying of dry rubble flooringcomplete as per drawings and technicalspecifications Clause 1303.3

Cement concrete blocks grade M 15(Rate as per item 11.4 (II) (i)Add for cement concrete beddingRate as per item 11.4 (II) (i)

Add 1 per cent of cost to account for excavation forpreparation of bed.

Quantity shall be adopted as per design.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Mason 1st Class day 0.50 207.80 103.90Mazdoor (Unskilled) day 1.50 194.50 291.75Add 1 per cent of (b) for trimming andpreparation of base

4.15


14.9 1300

Unit = cumI. Brick masonry in cement mortar (1:4)

(Rate same as per item 11.5 (II) cum 1.00 4,173.88 4,173.88II.

(Rate same as per item 12.4 II (ii) ) cum 1.00 2,817.54 2,817.54III. Cement concrete grade M 10

(Rate same as per item 11.4 I (i) cum 1.00 3,611.23 3,611.23Note: 1

2

14.10 1300


Stone boulder cum 1.00 185.00 185.00Stone spalls cum 0.20 274.73 54.95

b) LabourMate day 0.05 194.50 9.73Mason 1st Class day 0.25 207.80 51.95Mazdoor (Unskilled) day 1.00 194.50 194.50Add: 1 per cent of cost of (a+b) for trimmingand preparation of bed

4.96


14.11 1300

I.



Nos. 7.00 34.90 244.30

Cement mortar (Rate same as in item 12.1 III) cum 0.33 2,925.22 965.32

b) Labour

Providing and laying curtain walls complete as perdrawing and technical specification Clause 1304

Coursed rubble masonary (2nd sort) in cementmortar (1:4)

Other items like excavation for foundation, fillingbehind wall, filter media, weep holes, etc. shall beadded separately as per approved design.For this item, where reference has been made toitems analysed in other Chapters, i.e., 11, 12 & 13,the overheads shall be taken as 15 per cent insteadof 20 per cent

Construction of flexible apron 1 m thick comprisingof loose stone boulders weighing not less then 25kg beyond curtain wall

Construction of toe walls for protection of slopes asper drawing and technical specifications Clause1302.5

Random rubble masonry in case of stone pitching laid with cement mortar (1:5)


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Mate day 0.12 194.50 23.34Mason 1st Class day 1.20 207.80 249.36Mazdoor (Unskilled) day 1.80 194.50 350.10Bhisti day 0.08 196.30 15.70Add for scaffolding @ 5 per cent on (a+b) 102.16


Note:

II.

a) MaterialBrick Nos. 500.00 4.69 2,345.00Cement mortar 1:4 cum 0.24 3,441.14 825.87Rates as per sub-analysis



Sub-analysis


Cement t 0.38 7,670.20 2,914.68Sand cum 1.05 312.31 327.93


Total material and labour = (a+b) 3,441.14III.

Unit = cumI. P.C.C grade M 20

(i) Nominal mix 1:3:6Unit = cum



c) Machinery

Cement concrete grade M 10 in case of concrete block pitching

Cement mortar 1:4 (1 cement : 4 sand)

Brick masonry in cement mortar 1:4 in case of brick pitching

Unit = cum

For height less than 3 m, dry rubble masonry can also beused. In that case, the sub-item of cement mortar maybe omitted in the analysis.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Mechnical concrete mixer 0.4/0.28 cum capacityfitted with water measuring device andpreferably also with load cell.

hour 0.40 190.00 76.00


123.46


14.12 1300

A)

Unit = Running metreTaking output = 3.00 metrea) Materials

2nd class bamboo (65 mm to 75 mm dia 3 mlong)

Nos 18.00 45.00 810.00

Binding wire Kg. 0.15 58.00 8.70Brush Wood (LS Rs.10.00) LS 10.00


c) Sundries LS 5.00d) Overheads charges @ 15% on (a+b+c) 129.50Cost for 3 metre = a+b+c+d 1,165.48Rate per metre = (a+b+c+d+e)/3 388.49

B)


2nd class bamboo (65 mm to 75 mm dia 2 mlong)

Nos 14.00 25.00 350.00



c) Sundries LS 5.00d) OH & Contractor's profit @ 12.5% on (a+b+c) 72.00Cost for 3.00 metre = a+b+c+d 647.98Rate per metre = (a+b+c+d)/3 215.99

Single bamboo spur and palisading of whole 2ndclass bamboo (jati or Bethua) 65 mm to 75 mm diaand closely packed & driven, including fitting,fixing with half bamboo kamis horrizontally inthree rows with cane or tying wire complete andstruts 1500 mm apart longitudinally and providingbrush wood as per drawing and technicalspecifications Clause 1302.5




Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

314.13 uggestiv

A)


1st class bamboo (85 mm - 100 mm dia) 3.0long

Nos 15.00 50.00 750.00

2nd class bamboo (85-100 mm dia 3.0 long) Nos 2.00 45.00 90.00Binding wire Kg. 0.15 58.00 8.70Brush Wood (LS Rs.10.00) LS 10.00


c) Sundries LS 5.00d) OH & Contractor's profit @ 12.5% on (a+b+c) 138.35Cost for 3 metre = a+b+c+d 1,245.18Rate per metre = (a+b+c+d)/3 415.06

B)


1st class bamboo (85-100 m dia, 2.0m long) Nos 10.00 37.00 370.002nd class bamboo (85-100 mm dia, 2.0 m long) Nos 1.50 25.00 37.50



c) Sundries LS 5.00d) OH & Contractor's profit @ 12.5% on (a+b+c) 79.19Cost for 3.00 metre = a+b+c+d 712.67Rate per metre = (a+b+c+d)/3.00 237.56

C)


1st class bamboo (85-100 m dia, 2.0m long) Nos 9.00 37.00 333.002nd class bamboo (85-100 mm dia, 2 m long0 Nos 1.50 25.00 37.50


b) Labour

Single bamboo spur and palisading of whole 1stclass bamboo (Bholuka or Barua) 85 mm to 100mm dia. Closely packed & driven including fitting,fixing with half 2nd class bamboo (jati or Bethua)horizontally in three rows with cane or tying wirecomplete and struts 1500 mm apart longitudinallyand providing brush wood in the spur as perdrawings and technical specifications

Driven at least 600 mm below ground and 1200 mmabove ground on average.


Driven at least 900 mm below ground and 1800 mmabove ground


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description


c) Sundries LS 5.00d) OH & Contractor's profit @ 12.5% on (a+b+c) 74.56Cost for 3 m = a+b+c+d 671.04Rate per m = (a+b+c+d)/3 223.68

14.14 uggestiv

A)

Unit= Running metreTaking output = 3.00 metrea) Materials

2nd class bamboo (85-100 mm dia, 2.5 m long) Nos 14.00 25.00 350.00

2nd class bamboo (85-100 mm dia, 2.5 long) Nos 4.00 25.00 100.00Binding wire Kg. 0.75 58.00 43.50


c) Sundries LS 5.00d) OH & Contractor's profit @ 12.5% on (a+b+c) 87.60Cost for 3 m = a+b+c+d 788.38Rate per metre = (a+b+c+d)/3 525.59

B)


1st class bamboo (85-100 mm dia, 2.5 m long) Nos 7.00 42.00 294.00

2nd class bamboo (85-100 mm dia, 2.5 long) Nos 4.00 25.00 100.00Binding wire Kg. 1.00 58.00 58.00Brush Wood (LS Rs.10.00) LS 10.00


c) Sundries LS 5.00d) OH & Contractor's profit @ 12.5% on (a+b+c) 93.87

Cost for 3 m = a+b+c+d 844.84Rate per metre = (a+b+c+d)/3 563.23

1st class bamboo (Bholuka or Barua ) 85 mm to 100mm dia

2nd class bamboo (jati or Bethua) 75 mm dia

Bamboo spur 'A' type with whole bamboo 85mm-100mm dia, placed 230 mm centre to centre driven900 mm below ground and 1200 mm to 1500 mmabove ground tied with 2nd class bamboo (jati orBethua) on either side at 450 mm aparthorizontally with galvanised wire etc. complete asper drawings and technical specifications


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

314.15 uggestiv

Unit= Running metreTaking output = 3.00 metre a) Materials

1st class bamboo (85-100 mm dia, 4.5-5.5 mlong)

Nos 15.00 100.00 1,500.00

2nd class bamboo (85-100 mm dia, 3.0 m long) Nos 6.00 45.00 270.00

Binding wire Kg. 2.00 58.00 116.00Brush wood (LS Rs.10.00) LS 10.00


c) Sundries LS 5.00d) OH & Contractor's profit @ 12.5% on (a+b+c) 275.55Cost for 3 metre = a+b+c+d 2,479.97Rate per metre = (a+b+c+d)/3 1,653.32

14.16 1300

Unit = Running MetreTaking output = 10.00 running metrea) Materials

2nd class bamboo (65mm-75mm dia andaverage 2.1 m length)

Nos 67.00 45.00 3,015.00

2nd class bamboo (65mm-75mm dia and 3 mlength)

Nos 6.00 45.00 270.00

Coal tar kg 10.00 44.97 449.66b) Labour


c) Sundries LS 5.00d) OH & Contractor's profit @ 12.5% 15% on (a+b+c) 505.39Cost for 10 Running Metre = a+b+c+d 4,548.47Rate per Sqm = (a+b+c+d)/10 454.85

Providing close bamboo toe walling consisting of65mm to 75mm dia bamboos of length rangingfrom 1.2 m to 3m driven at 150 mm centre tocentre and provided with three horizontal splitbamboo runner fixed with nails. All bamboos to beduly protected by coal tar painting.

Providing 'A' type single spur with 1st classbamboo (Bholuka or Barua) 85 mm to 100 mm dia.Driven closely placed 3m to 4m above ground and1200 mm to 1500 mm below ground tied withcane or coir string, half 2nd class bamboo (jati orBethua) horizontally on both face placed not morethan one metre apart including whole bamboostruts inside one metre apart and 2 nos. of purlin attop and bottom fitted with vertical struts at 1500mm apart and filling with brushwood or junglewood inside the spur complete as per drawing andtechnical specifications


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

314.17 uggestiv

Unit =RMTaking output = 4.00 RMa) Material

1st class local wood piles 150-200 mm dia, 6mlong

nos 68.00 6,545.00 445,060.00

1st class local wood (100 mm x 75 mm) forcollar, bracing and belt

cum 0.404 25,000.00 10,100.00

Nuts and Bolts Kg 10.00 71.50 715.001st Class Bamboo Nos 5.00 50.00 250.002nd class bamboo Nos 5.00 45.00 225.00Coir rope LS 100.00Coal tar LS 100.00

b) LabourCarpenter 1st Class Nos 1.20 207.80 249.36Mate Nos 1.20 194.50 233.40Mazdoor (Unskilled) Nos 30.00 194.50 5,835.00

c) Sundries LS 50.00d) OH & Contractor's profit @ 12.5% on (a+b+c) 57,864.72Cost for 4 RM = (a+b+c+d) 520,782.48Rate per metre = (a+b+c+d)/4 ######

14.18 uggestiv

Unit = RMTaking output = 20.00 RMa) Labour

Mazdoor (Unskilled) day 5.00 194.50 972.50b) Sundries LS 5.00c) OH & Contractor's profit @ 12.5% on (a+b+c) 122.19Cost for 20 RM = (a+b+c) 1,099.69Rate per metre = (a+b+c)/20 54.98

Supplying and filling up hollows of the timber spurto an average height of 3600 mm above groundwith jungle wood branches as per drawing andtechnical specifications as directed by theEngineer.

Double timber spur with two rows at 800 mm c/capart of 1st class local wood piles with timber ofAzar/Nahar/Nageswar / Zarul wood 150 mm to200 mm dia driven 2000 mm minimum belowground and 3600 mm above ground average placedat 800 mm belts, bracings etc. of 100 mm x 75 mmsize 1st class local wood longitudinally &crosswiswe at ends fitted with 10 mm dia bolts andnuts etc. including coaltarring of timber membersand cost of necessary bamboo stagings etc. asdirected by the Engineer as per drawing andtechnical specifications


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 715.1 1900

i)

A. Manual MeansUnit = cumTaking output = 10 cum


b) MachineryPlate compactor hour 3.00 310.00 930.00

c) MaterialsCompensation for earth Taken from private land cum 7.50 17.50 131.25

d) OH & Contractor's profit @ 12.5% on (a+b) 284.37Cost for 10 cum = a+b+c+d 2,559.30Rate per cum = a+b+c+d/10 255.93

B. Mechanical MeansUnit = cumTaking output = 50 cum


b. MachineryHydraulic Excavator 0.9 cum bucket capacty @60 cum/h

hour 0.83 1,400.00 1,162.00

Tipper 5.5 cum, 10 t capacity hour 2.27 250.00 567.50Add 10% cost of carriage towards loading andunloading charges

56.75

Plate compactor hour 15.00 310.00 4,650.00c. Materials

Compensation for earth taken from private land cum 37.50 17.50 656.25

d. OH & Contractor's profit @ 12.5% on a+b+c 1,139.41Cost for 50 cum = a+b+c+d 10,254.71Rate per cum a+b+c+d/50 205.09

Note:

15.2 1900 1. Maintenance of Earthen shoulder (filling with fresh selected soil)

Making up loss of material/irregularities on shouldersto the design level by adding fresh approved selectedsoil and compacting it with appropriate equipment atOMC upto a lead of 1000 m as per technicalspecification Clause 1903

Only 75% of fresh material has been provided as 25% can be retrieved from site from earth i.e. flown down the slopin the form of slurry and deposited at the foot of rain cuts.

Chapter 15MAINTENANCE OF ROADS

Description

Restoration of rain cuts with soil, moorum gravel or amixture of these, clearing the loose soil, benching for300mm width laying fresh material in layers notexceeding 250 mm and compaction with platecompactor or power rammer to restore the originalalignment, level and slopes as per drawings andtechnical specifications Clause 1902

Restoration of Rain Cuts3


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Unit = sqmTaking output = 100 sqm

Quality of fresh material = 15 cuma. Labour


b. MachineryHydraulic Excavator 0.9 cum bucket capacity @60 cum per hour

hour 0.25 1,400.00 350.00

Tipper 5.5 cum hour 0.68 250.00 170.00Add 10% cost of transportation to cover cost ofloading and unloading

17.00

Plate compactor @ 25 sqm per hour hour 4.00 310.00 1,240.00c. Material

Compensation of earth cum 15.00 17.50 262.50d. OH & Contractor's profit @ 12.5% on a+b+c 381.36Cost for 100 sqm = a+b+c+d 3,432.26Rate per sqm = (a+b+c+d)/100 34.32

2.


a. Labour Mate day 0.10 194.50 19.45Mazdoor (Unskilled) day 2.50 194.50 486.25

b. MachineryPlate compactor hour 4.00 310.00 1,240.00

c. OH & Contractor's profit @ 12.5% on a+b 218.21Cost for 100 sqm = a+b+c 1,963.91Rate per sqm = a+b+c/100 19.64

Note:

15.3 1900i.

Unit = cum

(5% area of one km)

Assuming average thickness of filling to be 150 mm

Quantity of earth cutting involved = 7.5 cum

Earth stripped from earthen shoulders to be used asshoulders or dumped on the side slopes locally fordisposal.

Stripping excess soil from the shoulder surface toachieve the approved level and compacting with platecompactor at OMC as per drawings and TechnicalSpecification Clause 1903

Assuming height of stripping as 75 mm

Maintenance of Earhen shoulder (stripping of excess soil)

Taking output = 187.5x0.075 = 14.06 cum = (30.94 Tonne)

Repair to pot holes by removal of failed material,trimming the sides to vertical and levelling thebottom, cleaning the same with compressed air orany appropriate method filled with 75mm B.M,applying bitumen emulsion prime coat at the bottomand bitumen emulsion tack coat on sides and onbottom as per technical specifications Clauses 502and 503

Maintenace of bituminous surface road


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3a) Labour


b) MachineryJack hammer 25 kg with tractor hour 4.00 325.00 1,300.00Compressor 210 cfm with tractor hour 2.00 300.00 600.00Emulsion pressure distributor hour 4.00 840.00 3,360.00Mixall 6/10 t capacity hour 4.00 1,036.20 4,144.80Three wheeled 80-100 kN Static Roller hour 4.00 400.00 1,600.00

c) Material Primer with bitumen emulsion @ 9 kg/10 sqm187.5x9 = 168.75 kg.

Tonne 0.168 34,096.81 5,728.26

Tack coat with bitumen emulsion @ 3.0 kg/ 10sqmBottom = 187.5Sides = 28.27 Tonne 0.064 34,096.81 2,182.20Total = 215.77Bitumen for BM @ 3.5% by weight of mix= 30.94 x 3.5 / 100 = 1.082

Tonne 1.082 44,543.81 48,196.40

Weight of mix (BM) 14.06 cum = (30.94 tonne)

Weight of Bitumen = 1.082Weight of aggregate 30.94 -1.082 = 29.86 Taking density of aggregate 1.5 t per cumVolume of aggregate 29.86 / 1.5 = 19.90 cum

Grading (1) (40 mm nominal size)37.5 - 25 mm 15% cum 2.985 793.28 2,367.9425 - 10 mm 45% cum 8.96 745.28 6,673.9810 - 5 mm 25% cum 4.975 365.00 1,815.885 mm and below 15% cum 2.99 365.00 1,089.53

d) OH & Contractor's profit @ 12.5% on a+b+c ######Cost of 14.06 cum = a+b+c+d 93,492.66Rate per cum = a+b+c+d/14.06 6,649.55

ii.

Unit = sqmTakign output = 200 sqma) Labour


b) MachineryMixall 6/10 tonne hour 2.00 1,036.20 2,072.40Bitumen pressure distributior hour 2.00 840.00 1,680.00Three wheeled 80-100 kN Static Roller hour 4.00 400.00 1,600.00

c) MaterialBitumen for pre-mix carpet @ 14.60 kg/10 sqm200x14.60/10 =292 kg

tonne 0.292 44,543.81 13,006.79

Bitumen for tack coat @ 2 kg per 10 sqm 200 x2 / 10 = 40 kg

tonne 0.04 34,096.81 1,363.87

Patch repair on already filled pot holes with 75 mmBM with 20 mm premix carpet and seal coat Type Bas per drawings and technical specification Clause1904.2


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Bitumen for seal coat @ 6.8 kg per 10 sqm200 x 6.8 / 10 = 136 kg

tonne 0.136 44,543.81 6,057.96

Crushed stone aggregate @ 0.27 cum per 10sqm= 200 x 0.27 / 10 = 5.4 cum

cum 5.40 457.50 2,470.50

Crushed sand passing 2.36 mm sieve andretained on 180 mircon sieve @ 0.06 cum per10 sqm

cum 1.20 376.81 452.17

200 x 0.06 / 10 = 1.20 cumd) OH & Contractor's profit @ 12.5% on a+b+c 4,059.86Cost of 200 sqm = a+b+c+d 36,538.72Rate/sqm = a+b+c+d/200 182.69

iii.



b) MachineryAir compressor 210 cfm with tractor hour 2.00 300.00 600.00Bitumen pressure distributor hour 2.00 840.00 1,680.00Mixall 6/10t capacity hour 2.00 1,036.20 2,072.40Three wheeled 80-100 kN Static Roller hour 4.00 400.00 1,600.00

c) MaterialBitumen for tack coat @ 3kg per 10 sqm 200 x3 / 10 = 60 kg

tonne 0.064 34,096.81 2,182.20

Bitumen for pre-mix carpet @ 14.60 kg per 10sqm = 200 x 14.6 / 10 = 292 kg

tonne 0.29 44,543.81 13,006.79

Bitumen for seal coat @ 6.8 kg per 10 sqm= 200 x 6.8 / 10 = 136 kg

tonne 0.14 44,543.81 6,057.96

Crushed stone aggregate @ 0.27 cum per 10sqm= 200 x 0.27 / 10 = 5.4 cum

cum 5.40 457.50 2,470.50

Crushed sand passing 2.36 mm sieve andretained on 180 micron sieve @ 0.06 cum per10 sqm

cum 1.20 376.81 452.17

d) OH & Contractor's profit @ 12.5% on a+b+c 4,270.95Cost for 200 sqm = a+b+c+d 38,438.57Rate per sqm = a+b+c+d/200 192.19

iv.



Repair to pot holes and removal of loose material,trimming of sides, cleaning of surface by providingtack coat with bitumen emulsion, 20 mm thick pre-mix carpet using catonic bitumen emulsion and sealcoat type B with bitumen emulsion

Repair to pot holes and removal of loose material,trimming of sides, cleaning of surface by providingtack coat, 20 mm thick pre-mix carpet and seal coattype B specification Clause 1904.2


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3b) Machinery

Concrete mixer 0.4 / 0.28 cum capacity hour 2.50 190.00 475.00Air compressor 210 CFM with tractor hour 2.00 300.00 600.00Emulsion pressur distributor hour 2.00 840.00 1,680.00Three wheeled 80-100 kN Static Roller hour 4.00 400.00 1,600.00

c) MaterialsEmulsion for tack coat @ 3 kg per 10 sqm200 x 3 / 10 = 60 kg

tonne 0.06 34,096.81 2,045.81

Emulsion for premix carpet @ 21.50 kg per 10sqm200 x 21.50 / 10 = 430 kg

tonn 0.43 34,096.81 14,661.63

Emulsion for seal coat @ 10 kg per 10 sqm= 200 x 10 / 10 = 200 kg

tonn 0.20 34,096.81 6,819.36

Crushed stone aggregate @ 0.27 cum per 10sqm =200 x 0.27 / 10 = 5.4 cum

cum 5.40 457.50 2,470.50

Crushed sand passing 2.36 mm sieve andretained on 180 micron sieve @ 0.06 cum per10 sqm =200 x 0.06 / 10 = 1.20

cum 1.20 376.81 452.17

d) OH & Contractor's profit @ 12.5% on a+b+c 4,255.12Cost for 200 sqm = a+b+c+d 38,296.07Rate per sqm = a+b+c+d/200 191.48

15.4 1900

Unit = sqm

Quantity = 187.5 x 0.15 = 28.12 cuma) Rate as per item 4.1 of Chapter 4 cum 28.12 564.20 15,865.29b) Add 50% for extra efforts involved as

maintenance is to be done in small reaches7,932.64

Cost of 187.5 Sqm = a+b 23,797.93Rate per sqm = a+b/187.5 126.92

Note:

15.5 1900

Unit = Sqm

Maintenance of gravel road including making up the lossof profile, rectifying corrugated surface, filling up ofdepressions, pot holes and erosion gullies by adding freshmaterial and compacting it with appropriate equipment orto strip excess of material from the road surface as perdrawings and technical specification Clause 1905

Taking out put @ 5% of the area in one km. asaffected:= 1000 x 3.75x0.05 / 100 = 187.5 Sqm

Maintenance of WBM road including filling up of pot holes,ruts and rectifying corrugated surface, damaged edgesand ravelling as per technical specification Clause 1906.

Maintenance of WBM Road

Maintenance of Gravel Road

The cost of 25% retrived material may be deducted fromrates.


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3

Quantity 187.5 x 0.075 = 14.06 cuma) Rate as per item No. 4.7 of Chapter 4 cum 14.06 995.91 14,002.54b) Add 50% for Extra Efforts involved on

maintenance to be done in Small reachs7,001.27

Cost of 187.5 Sqm = a+b 21,003.82Rate of per sqm a+b/187.5 112.02

Note:

15.6 1900

Unit - Per MetreTaking output one km = 1000 metrea) Labour


b) OH & Contractor's profit @ 12.5% on a 202.28Cost for 1000 metre = a+b 1,820.52Rate per Metre = a+b/1000 1.82

15.7 1900 (I) Maintenance of Culverts

Unit = One No. Hume pipe (1000 mm dia)Taking output = One No.H.P. Culverta) Labour

Mate day 0.10 194.50 19.45Mazdoor (Unskilled) day 1.00 194.50 194.50Mason 2nd Class day 1.40 199.90 279.86

b) Material Cement, Sand, Brick, Boulder etc. L.S 200.00

c) OH & Contractor's profit @ 12.5% on a+b 86.73780.54

Rate per hume pipe Culvert = a+b+c 780.54(II) Maintenance of Culverts Slab type

Unit = One No. Culvert (2 m span)Taking output = one No. Slab Culverta) Labour

Mate day 0.20 194.50 38.90Mazdoor (Unskilled) day 4.00 194.50 778.00Mason 2nd Class day 1.00 199.90 199.90

b) Material Cement, Sand, Bricks, Stone Boulder etc. L.S 500.00

Maintenance of Slab type Culverts by way of clearing,Cleaning, Erosion repair, repairs to cracks, parapetwalls and Protection works as per drawing andtechnical specification Clasue 1908

The maintenance of drains include erosion, repair,clearing, cleaning, reshaping, regrading, deepening of sidedrains as well as catch water drains as per technicalspecification Clause 1907.

Maintenance of Hume pipe Culvert by way ofClearing, Cleaning, Erosion repair, repairs to cracks,parapet wall and protection work as per drawing andtechnical specification Clause 1908

Maintenance of Drains

The cost of 25% retrived material may be deducted fromrates.

Output - Taking affected area @ 5% in 1 km= 1000 x 3.75 x 0.05 = 187.5 sqm

Cost for one No. Hume pipe culvert = a+b+c


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3c) OH & Contractor's profit @ 12.5% on a+b 189.60Cost for One Slab Culverts =a+b+c 1,706.40Rate per Culvert = a+b+c 1,706.40

15.8 1900

Unit = One metreTaking output = 50 metre causewaya) Labour

Mate day 0.80 194.50 155.60Mazdoor (Unskilled) day 1.60 194.50 311.20Mason 1st Class/Painter 1st Class day 4.00 207.80 831.20

b) MaterialSupply of cement, paint, sand, aggregate,boulder etc.

LS 350.00

(LS Rs.350.00)c) OH & Contractor's profit @ 12.5% on a+b 206.00Cost for 50 metre = a+b+c 1,854.00Rate per metre = a+b+c/50 37.08

15.9 1900

Unit = 1 kmTaking output = one kmAll types of signs in one Km a) Labour

Mate day 0.09 194.50 17.51Mazdoor (Unskilled) day 2.00 194.50 389.00Painter 1st Class day 0.125 199.90 24.99

b) MaterialSynthetic Enamel Paint, Engineering grade tape,welding machine etc. (LS Rs.300)

LS 300.00

c) OH & Contractor's profit @ 12.5% on a+b 91.44Cost for one Km = a+b+c 822.93Rate per km = a+b+c 822.93

15.10 1900

(i)

Steel RailingUnit = Running metreTaking output = 10 metre

a) LabourMate day 0.024 194.50 4.67Mazdoor (Unskilled) day 0.30 194.50 58.35Painter 1st Class day 0.10 199.90 19.99Blacksmith day 0.20 207.80 41.56

Maintenance of Causeway by way of minor Surfacerepairs, replacing Guide Posts, repair of flood gauges,removal of debris, providing boulders and protection workand painting as per technical specification Clause 1909

Maintenance of road signs by way of cleaning andrepainting of mandatory / requlatory / cautionary /informatory and place identifications sign board asperdrawings and technical specification Clause 1910

Repair of steel railing to bring it to original shapecleaning and repainting as per drawing and technicalspecification Clause 1911

Maintenance of steel and RCC Railing

Maintenance of Road Signs

It is assumed that damage is to the extent of 10%

Maintenance of Causeway


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3b) Materials

Mild steel (structural steel) t 0.039 50,600.60 1,973.42ISMC = 0.029TMS plate = 0.01Nuts and bolts t 0.001 71,500.00 71.50

c) MachineryWelding set (LS Rs.100.00) LS 100.00

d) OH & Contractor's profit @ 12.5% on a+b+c 283.69Cost for 10 metre = a+b+c+d 2,553.18Rate per metre = a+b+c+d/10 255.32

(ii)

RCC RailingUnit = running metreTaking output = 1 metre

a) LabourMate day 0.012 194.50 2.33Mazdoor (Unskilled) day 0.20 194.50 38.90Mason 1st Class day 0.10 207.80 20.78

b) MaterialsM 30 grade cement concreteRate as per item no. 13.1 (III) of Chapter 13 cum 0.10 6,736.71 673.67Steel bars reinforcementRate as per item no.13.2 of Chapter 13 t 0.013 60,007.06 780.09

c) OH & Contractor's profit @ 12.5% on (a) 7.75Rate per metre = a+b+c 1,523.53

15.11 1900

Unit = 1 km

(i)200 m stone 4 nos = 0.760 sqm.One km stone = 0.815 sqm.5th km stone 1x1/5 = 0.320 sqm.Total = 1.895 sqm.As per item No. 10.5 of chapter 10 km 1.895 73.91 140.06

(ii)

Total = 220 per cm height per letter

Maintenance of 200 metre and km stones

It is assumed that damage is to the extent of 10%

Maintenance of 200 metre km stone by way of refiting oftilted stones repairing with cement mortar, cleaning,repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause1912

Printing letters and figures of any shade with synthticenamel paint of any approved colour to give an evenshade

One no km stone = 120 per cm height per letter5th km stones 1/5th = 60 per cm height per letter

Painting two coats with synthetic enamel paint

Assuming 1 km stone, 4 nos 200 metre stone and1/5th 5km stone

Repair of RCC railing to bring it to the original shape,cleaning and repainting as per drawings and technicalspecification Clause 1911

200 m stone 4 Nos. = 40 per cm height per letter


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

3Rate as per item no 10.1 of chapter 10 per cm

height per letter

220.00 0.54 118.28

a) LabourMate day 0.024 194.50 4.67Mazdoor day 0.50 194.50 97.25Mason 1st Class day 0.10 207.80 20.78

b) MaterialsCement, sand, aggregates etc. LS 100.00(LS = Rs.100.00)

c) OH & Contractor's profit @ 12.5% on (a+b) 27.84Cost for one km = (i+ii+a+b+c) 508.87Rate per/km = (i+ii+a+b+c) 508.87

15.12 1900

(i)

Unit = one tree

a) LabourMate day 0.12 194.50 23.34Mazdoor (Skilled) day 1.00 199.90 199.90Mazdoor (Unskilled) day 2.00 194.50 389.00

b) OH & Contractor's profit @ 12.5% on (a) 76.53Cost for 10 trees = (a+b) 688.77Rate per tree = (a+b)/10 68.88

(ii)

Unit=EachTaking output = 100 nos shrubsa) Labour


b) OH & Contractor's profit @ 12.5% on a 50.57Cost for 100 shurbs = a+b 455.13Rate per shurb = a+b/100 4.55

(iii)



b) OH & Contractor's profit @ 12.5% on a 252.85Cost for 1500 sqm = a+b 2,275.65Rate per sqm = a+b/1500 1.52

Taking output = 10 trees of 900 mm average girth

Cutting of branches of trees shrubs and trimmingof grass and weeds

Cutting of branches of trees and shrubs from theroad way or with in R.O.W including disposal ofwood and leaves to suitable location as per technicalspecification Clause 1914

Trimming of grass and weeds from theshoulders/berms and disposing off the same tosuitable locations as per technical specificationsClause 1914

Cutting of shrubs from the road way or with in R.O.Wand disposal of shrubs to suitable locations as pertechnical specifications Clause 1914


Sr.No.

Ref. MORD Specifn


Amount (Rs.)

1 2 4 5 6 7

Description

315.13 1900


a) LabourMate day 0.01 194.50 1.95Mazdoor (Unskilled) day 0.143 194.50 27.79White washer day 0.143 196.30 28.04

b) MaterialsLime quintel 0.045 200.00 9.00Fevicol adhesive kg 0.10 165.00 16.50Indigo kg 0.013 190.00 2.47

c) OH & Contractor's profit @ 12.5% on a+b 10.72Cost for 9 sqm = a+b+c 96.46Rate per sqm = a+b+c/9 10.72

Note:

15.14 1900

1Unit = sqm(i) Tack coat

Rates as per item 5.2 (ii) sqm(ii) Pre-mix carpet using bituminous (penetration

grade modified bitumen) binder

Rates as per item No. 5.9 sqmas relevantOr

(iii) Premix carpet using bitumen Emulsion Rates as per item No. 5.10 sqm(iv) Seal coat Type A, B or CRates as per item No. 5.11

2

Rates as per item No. 5.6 sqm

With bituminous Emulsion (RS-1)

White washing two coats on parapet walls and tree trunksincluding preparation of surface by cleaning scraping etc.as per technical specifications Clause 1915

For analysis of rates for maintenance works bitumengrade S-90 has been taken. User may modify as per siterequirement

Periodical Renewal to existing bituminous surface

White washing of parapet walls of CD work andtree truncks

Surface dressing single coat/first coat or 2ndcoat

Open graded Premix carpet 20 mm thick

PMGSY SOR 13-14 [Chapter -RA Bhav](Page-263)

Name of Work :- Const. of Rural Road Under P.M.G.S.Y. General Rate Analysis for Year 2013-14

Lead Rate Total Lead Rate Total Lead Rate Total

1 2 3 4 5 6 7 111 M.C.(25 - 10 mm) M-009 Quarry 50.00 668.23 51.37 25.68 49.00 0.00 0.00 1.00 0.00 0.00 745.28

2 M.C.(37.5 - 25 mm ) M-010 Quarry 50.00 716.23 51.37 25.68 49.00 0.00 0.00 1.00 0.00 0.00 793.28

M.C.(10 - 5 mm ) M-012 Quarry 50.00 365.00 51.37 25.68 49.00 0.00 0.00 1.00 0.00 0.00 442.05

3 M.C.(5 mm & below) M-014 Quarry 50.00 365.00 51.37 25.68 49.00 0.00 0.00 1.00 0.00 0.00 442.05

4 B.T. Kapachi c.c. road(10MM)

M-015 Quarry 50.00 520.00 51.37 25.68 49.00 0.00 0.00 1.00 0.00 0.00 597.05

5 B.T. Kapachi(20MM) M-016 Quarry 50.00 550.00 51.37 25.68 49.00 0.00 0.00 1.00 0.00 0.00 627.05

6 M.C.Metal (40mm nomial)

M-017 Quarry 50.00 425.00 51.37 25.68 49.00 0.00 0.00 1.00 0.00 0.00 502.05

7 M.C.Metal (40-63) M-021 Quarry 50.00 390.00 51.37 25.68 49.00 0.00 0.00 1.00 0.00 0.00 467.05

8 Bitumen VG-10 M-037 Koyali 200.00 44005.00 78.51 69.54 199 1.94 386.06 1 4.70 4.7 44543.81

9 Bitumen emulsion RS-1 M-038 Panipat 900.00 34800.00 78.51 69.54 899 1.94 1744.06 1 4.70 4.7 36696.81

10 Bitumen emulsion SS-1 M-039 Panipat 900.00 32200.00 78.51 69.54 899 1.94 1744.06 1 4.70 4.7 34096.81

11 Through Bond Stone M-043 Quarry 25.00 33.00 0.75 0.37 24.00 0.03 0.72 1.00 0.06 0.06 34.90

12 Bricks (1000 Nos.) M-044 Market 20.00 4400.00 84.13 84.13 19.00 5.88 111.72 1.00 14.24 14.24 4694.22

13 Cement M-045 Market 25.00 580.00 67.88 67.88 24.00 1.94 46.56 1.00 4.70 4.70 767.02

14 B.T. Grit 2.36mm to 180 micron

M-055 Quarry 50.00 200.00 51.37 25.68 49.00 1.94 95.06 1.00 4.70 4.70 376.81

15 Filter Media M-073 As available 20.00 868.00 25.68 13.65 19.00 1.94 36.86 1.00 4.70 4.70 948.89

16 Graded Stone M-081 Quarry 50.00 270.00 51.37 25.68 49.00 1.94 95.06 1.00 4.70 4.70 446.81

17 Granular Material M-082 Local Kotar 20.00 121.00 25.68 13.65 19.00 1.94 36.86 1.00 4.70 4.70 201.89

18 Structural steel (angle) / MS Flate (M-097)

M-097 Market 25.00 50400.00 74.67 74.67 24.00 1.94 46.56 1.00 4.70 4.70 50600.60

19 MS Sheet Tube (M-098) M-098 Market 25.00 75000.00 74.67 74.67 24.00 1.94 46.56 1.00 4.70 4.70 75200.60

Conveyance of Materials For Roads and CD WorksSr. No.

Total to site of works

1098

Name of Material Name of Quarry Surface road Un surfaced gravel kachha road

Total Lead in

Km.

unloadingLoadingBasic Rate at @ source as

GSRRDA

Haulage excluding loading & unloadingMATERIAL NO.

PMGSY SOR 13-14 [Chapter -RA Bhav](Page-264)

Lead Rate Total Lead Rate Total Lead Rate Total

1 2 3 4 5 6 7 11

Sr. No.

Total to site of works

1098

Name of Material Name of Quarry Surface road Un surfaced gravel kachha road

Total Lead in

Km.

unloadingLoadingBasic Rate at @ source as

GSRRDA

Haulage excluding loading & unloadingMATERIAL NO.

20 Rubble (M-106) M-106 Quarry 25.00 185.00 51.37 25.68 24.00 2.94 70.56 1.00 7.12 7.12 339.73

21 RCC Hume Pipe (1000mm)

M-108 Dhasa Variable 3630.00 69.58 223.71 0.00 3923.29

22 RCC Hume Pipe (750mm)

M-109 Dhasa Variable 1898.00 41.75 186.43 0.00 0.00 2126.18

23 Sand (Coarse) M-119 Local Kotar 20.00 230.00 25.68 13.65 19.00 2.94 55.86 1.00 7.12 7.12 332.31

24 Sand (Fine) M-120 Local Kotar 20.00 210.00 25.68 13.65 19.00 2.94 55.86 1.00 7.12 7.12 312.31

25 HYSD Bar M-123 Market 25.00 44000.00 74.67 74.67 24.00 1.94 46.56 1.00 4.70 4.70 44200.60

26 Mild Steel M-124 Market 25.00 42000.00 74.67 74.67 24.00 1.94 46.56 1.00 4.70 4.70 42200.60

27 TMT BARS M-125 Market 25.00 48000.00 74.67 74.67 24.00 1.94 46.56 1.00 4.70 4.70 48200.60

28 Stone for CR masonary / Stone boulder

M-130 Quarry 25.00 185.00 51.37 25.68 24.00 2.94 70.56 1.00 7.12 7.12 339.73

29 Stone spalls (M-138) M-138 Quarry 25.00 120.00 51.37 25.68 24.00 2.94 70.56 1.00 7.12 7.12 274.73

DPIU & Executive EngineerPanchayat R & B Division

Bhavnagar

Div Bhav 2013-14 Gsrrda 1

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