Standard Data Book (Road & Bridge)

This softawre is based on Standard Data book for analysis of Rates for Road and Bridge Works This Software runs on Microsoft Excel INPUT- Input the usage rates of Plant & Machinery, labour and material as applicable SUMMARY - In this sheet summary of all the rates analysized is presented ANALYSIS- The analysis has been presented in 16 nos. of spread sheets Worksheet- 1 : CHAPTER-1 CARRIAGE OF MATERIALS Worksheet- 2 : CHAPTER-2 SITE CLEARANCE Worksheet- 3 : CHAPTER-3 EARTH WORK, EROSION CONTROL AND DRAINAGE Worksheet- 4 : CHAPTER-4 SUB-BASES, BASES (NON- BITUMINOUS) AND SHOULDERS Worksheet- 5 : CHAPTER-5 BASES AND SURFACE COURSES (BITUMINOUS) Worksheet- 6 : CHAPTER-6 CEMENT CONCRETE PAVEMENTS Worksheet- 7 : CHAPTER-7 GEOSYNTHETICS AND REINFORCED EARTH Worksheet- 8 : CHAPTER-8 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES Worksheet- 9 : CHAPTER-9 PIPE CULVERTS Worksheet- 10 : CHAPTER-10 MAINTENANCE OF ROADS Worksheet- 11 : CHAPTER-11 HORTICULTURE Worksheet- 12 : CHAPTER-12 FOUNDATIONS Worksheet- 13 : CHAPTER-13 SUB-STRUCTURE Worksheet- 14 : CHAPTER-14 SUPER-STRUCTURE Worksheet- 15 : CHAPTER-15 RIVER TRAINING AND PROTECTION WORKS Worksheet- 16 : CHAPTER-16 REPAIR AND REHABILITATION

(A) Usage Rates of Plant and MachinerySl. No.P&M-001 P&M-002 P&M-003 P&M-004 P&M-005 P&M-006 P&M-007 P&M-008 P&M-009 P&M-010 P&M-011 P&M-012 P&M-013 P&M-014 P&M-015 P&M-016 P&M-017 P&M-018 P&M-019 P&M-020 P&M-021 P&M-022 P&M-023 P&M-024 P&M-025 P&M-026 P&M-027 P&M-028 P&M-029 P&M-030 P&M-031 P&M-032 P&M-033 P&M-034 P&M-035 P&M-036 P&M-037 P&M-038 P&M-039 P&M-040 P&M-041 P&M-042 P&M-043 P&M-044 P&M-045 P&M-046 P&M-047 P&M-048

Description of MachineAir Compressor

ActivityGeneral Purpose

Output of Machinecapacity in cfm cum/hour cum/hour sqm/hour capacity in litre cum / hour cum / hour capacity in cum cum/hour cum/hour

Output170/250 20 13 1750 1500 20 33 / 22 1 2.5 7.5

Unithour hour hour hour hour hour hour hour hour hour hour hour hour

Rate285 1526 1272 819 141 2035 165 10 165 165 825 550 230 2400 input 600 1042 874 input 737 19966 15294 13846 13506 1700 1942 6149 12936 200 44 230 2254 780 2182 945 3878 892 3228 644 91 input input 72 470 1035 38.2 3.8 497

Batching and Mixing Plant (a) 30 cum Concrete Mixing capacity Batching and Mixing Plant (b) 15 - 20 Concrete Mixing cum capacity Bitumen Pressure Distributor Bitumen Boiler oil fired Concrete Paver Finisher with 40 HP Motor Concrete Pump of 45 & 30 cum capacity Concrete Bucket Concrete Mixer (a) 0.4/0.28 cum Concrete Mixer (b) 1 cum Crane (a) 80 tonnes Cranes b) 35 tonnes Cranes c) 3 tonnes Dozer D - 80 - A 12 Dozer D - 50 - A 15 Emulsion Pressure Distributor Front End loader 1 cum bucket capacity Generator (a) 125 KVA Generator( b) 63 KVA GSB Plant 50 cum Hotmix Plant - 120 TPH capacity Hotmix Plant - 100 TPH capacity Hotmix Plant - 60 to 90 TPH capacity Hotmix Plant - 40 to 60 TPH capacity Hydraulic Chip Spreader Applying bitumen tack coat Bitumen Spraying Paving of concrete surface Pumping of concrete For Pouring concrete Concrete Mixing Concrete Mixing Lifting Purpose Lifting Purpose Lifting Purpose Spreading /Cutting / Clearing Spreading /Cutting / Clearing Applying emulsion tack coat Soil loading / Aggregate loading Genration of electric Energy Genration of electric Energy Producing GSB DBM/BM/SDC/ Premix DBM/BM/SDC/ Premix DBM/BM/SDC/ Premix DBM/BM/SDC/ Premix Surface Dressing

cum/hour cum/hour sqm/hour cum/hour KVA KVA cum/hour cum/hour cum/hour cum/hour cum/hour sqm/hour cum/hour TPH TPH Rm/hour capacity in tonne sqm/hour cum/hour sqm/hour cum/hour cum/hour Rm/hour cum/hour cum/hour cum/hour

300/ 150/250 200/ 120/150 1750 60 /25 100 50 40 40 30 25 17 1500 60 /60 /60 100 200 80 1 1250 200/200/50/50 2700 40 40/30 2 to 3 25 1.5 to 2.00 4

hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour

Soil Ordinary/Soil Marshy / Soil Hydraulic Excavator of 1 cum bucket Unsuitable Integrated Stone Crusher 100THP Integrated Stone Crusher 200 HP Kerb Casting Machine Mastic Cooker Mechanical Broom Hydraulic Motor Grader 3.35 mtr blade Mobile slurry seal equipment Crushing of Spalls Crushing of Spalls Kerb Making Mastic Wearing coat Surface Cleaning Clearing /Spreading /GSB /WBM Mixing and laying slurry seal

Paver Finisher Hydrostatic with sensor Paving of DBM/ BM/SDC/ control 100 TPH Premix Paver Finisher Mechanical 100 TPH Piling Rig with Bantonite Pump Pneumatic Road Roller Pneumatic Sinking Plant Pot Hole Repair Machine Paving of WMM /Paving of DLC 0.75 m dia to 1.2 m dia Boring attachment Rolling of Asphalt Surface Pneumatic Sinking of wells Repair of potholes

Prestressing Jack with Pump & access Stressing of steel wires/stands Ripper Rotavator Road marking machine Smooth Wheeled Roller 8 tonne Tandem Road Roller Tipper - 5 cum Tipper - 5 cum Tipper - 5 cum Scarifying Scarifying Road marking Soil Compaction /BM Compaction Rolling of Aspalt Surface Transportation of soil, GSB, WMM, Hotmix etc. Transportation of soil, GSB, WMM, Hotmix etc. Transportation of soil, GSB, WMM, Hotmix etc. cum/hour cum/hour Sqm/hour cum/hour cum/hour Capacity in cum Capacity in cum Capacity in cum 60 25 100 70/25 30 5.5 5.5 5.5

hour hour hour hour hour km tonne.km hour

Page 1 of 363

P&M-049 P&M-050 P&M-051 P&M-052 P&M-053 P&M-054 P&M-055 P&M-056 P&M-057 P&M-058 P&M-059 P&M-060 P&M-061 P&M-062

Transit Mixer 4.0/4.5 cum Transit Mixer 4/4.5 cum Transit Mixer 3.0 cum Transit Mixer 3.0 cum Tractor Tractor with Rotevator Tractor with Ripper Truck 5.5 cum per 10 tonnes Truck 5.5 cum per 10 tonnes Truck 5.5 cum per 10 tonnes Vibratory Roller 8 tonne Water Tanker Water Tanker Wet Mix Plant 60 TPH

Transportation of Concrete Mix to site Transportation of Concrete Mix to site Transportation of Concrete Mix to site Transportation of Concrete Mix to site Pulling Rate of Tractor + Rotevator Rate of Tractor 6+ Ripper Material Transport Material Transport Material Transport Earth or soil / GSB / WBM Water Transport Water Transport Wet Mix

cum/hour cum/hour cum/hour cum/hour capacity in HP

4.5 4.5 3 3 50

hour tonne.km input hour input

890

tonne.km input hour hour hour 300 300 300 38 497 4 1339 300 23.1 1002

capacity/cum capacity/cum capacity/cum cum/hour capacity in KL capacity in KL cum/hour

4.5 4.5 4.5 100/60/60 6 6 25

km hour tonne.km hour hour km hour

Sl. No.P&M-063 P&M-064 P&M-065 P&M-066 P&M-067 P&M-068 P&M-069 P&M-070 P&M-071 P&M-072 P&M-073 P&M-074 P&M-075 P&M-076 P&M-077 P&M-078 P&M-079 P&M-080 P&M-081 P&M-082 P&M-083 P&M-084 P&M-085 P&M-086 P&M-087 P&M-088 P&M-089 P&M-090 P&M-091 P&M-092 P&M-093 P&M-094

Description of MachineAir compressor with pneumatic chisel attachment for cutting hard clay. Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour Belt conveyor system Boat to carry atleast 20 persons Cement concrete batch mix plant @ 175 cum per hour (effective output) Cement concrete batch mix plant @ 75 cum per hour Cold milling machine @ 20 cum per hour Crane 5 tonne capacity Crane 10 tonne capacity Crane 15 tonne capacity Crane 20 tonne capacity Crane 40 T capacity Crane with grab 0.75 cum capacity Compressor with guniting equipment along with accessories Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour. Epoxy Injection gun Generator 33 KVA Generator 100 KVA Generator 250 KVA Induction, deinduction and erection of plant and equipment including all components and accessories for pneumatic method of well sinking. Joint Cutting Machine with 2-3 blades (for rigid pavement) Jack for Lifting 40 tonne lifting capacity. Piling rig Including double acting pile driving hammer (Hydraulic rig) Plate compactor Snow blower equipment 140 HP @ 600 cum per hour Texturing machine (for rigid pavement) Truck Trailor 30 tonne capacity Truck Trailor 30 tonne capacity Tunnel Boring machine Vibrating Pile driving hammer complete with power unit and accessories. Wet Mix Plant 100 TPH Wet Mix Plant 75 TPH

Unithour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour day hrs hour hour hour hour t.km hour hour hour

Rate600 input input input input input input input input input input input 4000 input input input 540 793 1336 input input input input 30 input input input input input input input input

Page 2 of 363

(B) LabourSl. No.L-01 L-02 L-03 L-04 L-05 L-06 L-07 L-08 L-09 L-10 L-11 L-12 L-13 L-14 L-15 L-16 L-17 L-18 L-19

Description of LabourBlacksmith (IInd class) Blacksmith (Ist class)/ Welder/ Plumber/ Electrician Blaster (Stone cutter) Carpenter I Class Chiseller (Head Mazdoor) Driller (Jumper) Diver Fitter Mali Mason (IInd class) Mason (Ist class) Mate / Supervisor Mazdoor Mazdoor/Dresser (Semi Skilled) Mazdoor/Dresser/Sinker (Skilled) Medical Officer Operator(grouting) Painter I class Para medical personnel

Unitday day day day day day day day day day day day day day day day day day day input input

Rate180 250 250 250 250 250 350 250 116 180 250 350 180 180 250

250 250

(C) MaterialsSl. No.M-001 M-002 M-003 M-004 M-005 M-006 M-007 M-008 M-009 M-010 M-011 M-012

DescriptionStone Boulder of size 150 mm and below at Cruser Plant Supply of quarried stone 150 - 200 mm size for Hand Broken at site Boulder with minimum size of 300 mm for Pitching at Site Coarse sand at Mixing Plant Coarse sand at Site Fine sand at Site Moorum at Site Gravel/Quarry spall at Site Granular Material or hard murrum for GSB works at Site Granular Material or hard murrum for GSB works at Mixing Plant Fly ash conforming to IS: 3812 ( Part II & I) atHMP Plant / Batching Plant / Crushing Plant Filter media/Filter Material as per Table 300-3 (MoRT&H Specification) Page 3 of 363

Unitcum cum cum cum cum cum cum Cum Cum Cum Cum Cum input input input input input input input input input input input input

Rate

Description

Unit

Rate at Plant Rate at Site (HMP/Batc hing)

Sr No 1.1

Ref. to MoRTH Spec.

Description

Unit

Remark QuantityRate Rs Cost Rs s/ Input ref.

1.4

1.4(I)

Loading and unloading of stone boulder / stone aggregates / sand / kanker tipper at loading point, loading with Placing / moorum. front end loader, dumping, turning for return trip, excluding time for haulage and return trip Unit : cum Taking output = 5.5 cum Time required for i) Positioning of tipper at loading point ii) Loading by front end loader 1 cum bucket capacity @ 25 cum per hour iii) Maneuvering, reversing, dumping and turning for return iv) Waiting time, unforeseen Total a) Machinery Tipper 5.5 tonnes capacity Front end-loader 1 cum bucket capacity @ 25 cum/hour b) Overheads @ 2.244% on (a) c) Contractors profit @ 5% on (a+b) Cost for 5.5 cum = a+b+c Rate per cum = (a+b+c)/ 5.5 Note Unloading will be by tipping. Cost of Haulage Excluding Loading and Unloading Haulage of materials by tipper excluding cost of loading, unloading and stacking. Unit : t.km Taking output 10 tonnes load and lead 10 km = 100 t.km Case I Surfaced Road Speed with load : 25 km / hour. Speed while Returning empty : 35 km / a) Machinery. i) Tipper 10 tonne capacity Time taken for onward haulage with Time taken for empty return trip. b) Overheads @ 2.244% on (a) c) Contractors profit @ 5% on (a+b) cost for 100 t km = a+b+c Rate per t.km = (a+b+c)/100

1 Min 13 Min 2 Min 4 Min 20 Min hour hour 0.330 497.00 0.330 1042.00 164.01 343.86 11.40 25.96 545.23 99.13 99.00 P&MP&M017

say

hour hour

0.400 0.290

497.00 497.00

say 1.4(II) Case II Unsurfaced Gravelled Road Speed with load : 20 km / hour Speed for empty return trip : 30 km / hour a)Machinery Tipper 10 tonnes capacity Time taken for onward hanlage with Time taken for empty return trip b) Overheads @ 2.244% on (a) c) Contractors profit @ 5% on (a+b)

198.80 144.13 7.70 17.53 368.16 3.68 3.70

P&MP&M-

hour hour

0.500 0.330

497.00 497.00

248.50 164.01 9.26 21.09

P&MP&M-

Page 4 of 363

Cost for 100 t .km = a+b+c Rate per t.Km = (a+b+c)/100 say 1.4(III) Case III Katcha Track and Track in river bed / nallah bed and choe bed. Speed with load : 10 km / hour Speed while returning empty : 15 km / a) Machinery I) Tipper 10 tonnes capacity Time taken for onward haulage Time taken for empty return trip b) Overheads @ 2.244% on (a) c) Contractors profit @ 5% on (a+b) Cost for 100 t .km = a+b+c Rate per t.Km = (a+b+c)/100 1.5 Hand Broken Stone Aggregates 63 mm nominal size Supply of quarried stone, hand breaking into coarse aggregate 63 mm nominal size (passing 80 mm and retained on 50 mm sieve) cum stacking as directed and Unit : Taking output = 1 cum a) Labour Mate Mazdoor b) Material cum 1.100 input Supply of quarried stone 150 - 200 mm c) size Overheads @ 2.244% on (a+b) d) Contractors profit @ 5% on (a+b+c) cum = a+b+c+d Rate per say 1.6 Crushing of stone aggregates 13.2 mm nominal size. Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone : cum Unit aggregates of 13 mm nominal size. Taking Output = 600 cum at crusher a) Labour Mate Mazdoor Skilled Mazdoor including breaking of any b) Material Stone Boulder of size 150 mm and c) Machinery Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens loader 1 cum bucket capacity Front end Tipper 5.5 cum capacity d) Overheads @ 2.244% on (a+b+c) day day 0.060 1.500 350.00 180.00

442.86 4.43 4.40

hour hour

1.000 0.670

497.00 497.00

say

497.00 332.99 18.62 42.43 891.05 8.91 8.90

P&MP&M-

21.00 270.00

L-12 L-13

#VALUE! M-002 #VALUE! #VALUE! #VALUE! #VALUE!

day day day cum Hour Hour Hour

0.760 2.000 17.000

350.00 180.00 180.00

266.00 360.00 3060.00

L-12 L-14 L-13

800.000 input 6.000

#VALUE! M-001 P&M028 P&MP&M-

### 77616.00

20.000 1042.00 20840.00 20.000 497.00 9940.00 #VALUE!

Page 5 of 363

e) Contractors profit @ 5% on Cost for 600 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)*0.95/600 say Note 1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 13.2 mm. 2. 95% of above cost will be attributed to the production of 600 cum of stone chips of 13.2 mm size and balance 5% to the production of stone dust which comes out as The integrated stone crusher includes 3. a by-product. primary and secondary crushing units. 1.7 Crushing of stone aggregates 20 mm Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 20 mm nominal size. Unit : cum Taking Output = 670 cum at crusher a) Labour Mate Mazdoor Skilled Mazdoor including breaking of any size b) Material Stone Boulder of size 150 mm and c) Machinery Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens loader 1 cum bucket capacity Front end Tipper 5.5 cum capacity d) Overheads @ 2.244% on (a+b+c) e) Contractors profit @ 5% on Cost for 670 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)*0.90/670

#VALUE! #VALUE! #VALUE! #VALUE!


0.760 2.000 17.000

350.00 180.00 180.00

266.00 360.00 3060.00

L-12 L-14 L-13

800.000 input 6.000


### 77616.00

20.000 1042.00 20840.00 20.000 497.00 9940.00 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Note

1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 20 and 40 90% of above cost will be attributed to 2. mm. the production of 670 cum of stone aggregates of 20mm size and balance 10% will be for smaller size aggregates and stone dust which stone crusher includes 3. The integrated comes out as a byprimary and secondary crushing units.

1.8

Crushing of stone aggregates 40 mm Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 40 mm nominal size. Unit : cum Taking Output = 750 cum at crusher a) Labour

Page 6 of 363

Mate Mazdoor Skilled Mazdoor b) Material Stone Boulder of size 150 mm and c) Machinery Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens loader 1 cum bucket capacity Front end Tipper 5.5 cum capacity d) Overheads @ 2.244% on (a+b+c) e) Contractors profit @ 5% on Cost for 750 cum = (a+b+c+d+e)x0.85 Rate per cum = (a+b+c+d+e)x0.85/750 Note 1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 13.2 mm. 2. 85% of above cost will be attributed to the production of 750 cum of stone aggregates of 40mm size and balance 15% will be for smaller size aggregates and stone dust which stone crusher includes 3. The integrated comes out as a byprimary and secondary crushing units. Surface Dressing Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller Unit = sqm Taking output = 9000 sqm Case -1:-19 mm nominal chipping size a) Labour Mate Mazdoor Mazdoor skilled b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm Hydraulic self propelled chip spreader @ 1500 sqm per hour Tipper 10 tonne capacity for carriage of stone chips from stockpile on road side to chip spreader Front end loader 1 cum bucket capacity Bitumen pressure distributor Smooth wheeled roller 8-10 tonne c) weight Material Bitumen@ 1.20 kg per sqm Crushed stone chipping,19 mm nominal size @ 0.015 cum per sqm d) Overheads @ 2.244% on (a+b+c) e) Contractors profit @ 5% on (a+b+c+d)


0.760 2.000 17.000

350.00 180.00 180.00

266.00 360.00 3060.00

L-12 L-14 L-13

800.000 input 6.000


### 77616.00

20.000 1042.00 20840.00 20.000 497.00 9940.00 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

5.9

510

day day day hour hour hour hour hour hour hour

0.440 9.000 2.000 7.200 7.200

350.00 180.00 250.00 230.00 285.00

154.00 1620.00 500.00 1656.00 2052.00

L-12 L-13 L-15 P&M031 P&M001 P&M025 P&M048 P&M017 P&M004 P&M044

6.000 1700.00 10200.00 6.000 497.00 2982.00 6252.00 4914.00 2820.00

6.000 1042.00 6.000 6.000 819.00 470.00 ###

tonne 10.800

### M-074 #VALUE! M-053 #VALUE! #VALUE!

cum 135.000 input

Page 7 of 363

Cost for 9000 sqm= a+b+c+d+e Rate per sqm = (a+b+c+d+e)/9000 say Case - II13 mm nominal size chipping a) Labour Mate Mazdoor Mazdoor skilled b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm Hydraulic self propelled chip spreader @ 1500 sqm per hour Tipper 10 tonne capacity for carriage of stone chips from stockpile on road side to chip spreader Front end loader 1 cum bucket capacity Bitumen pressure distributor @ 1750 sqm per hour 8-10 tonne weight Vibratory roller c) Material Bitumen@ 1.00 kg per sqm Crushed stone chipping,13 mm nominal size @ 0.01 cum per sqm d) Overheads @ 2.244% on (a+b+c) e) Contractors profit @ 5% on (a+b+c+d) Cost for 9000 sqm= a+b+c+d+e Rate per sqm = (a+b+c+d+e)/9000 say Note 1.Where the proposed aggregate fails to pass the stripping test, an approved adhesion agent may be added to the binder as per clause 510.2.4. Alternatively, chips may be for the second coat, 2.Input pre-coated as per clause 510.2.5 where required, will be the same as per the Ist coat mentioned above Slurry Seal tonne 9.000 ### cum 90.000 input hour hour hour hour hour hour hour 7.200 7.200 230.00 285.00 day day day 0.440 9.000 2.000 350.00 180.00 250.00

#VALUE! #VALUE! #VALUE!

154.00 1620.00 500.00 1656.00 2052.00

L-12 L-13 L-15 P&M031 P&M001 P&M025 P&M048 P&M017 P&M004 P&M059

6.000 1700.00 10200.00 6.000 497.00 2982.00 6252.00 4914.00 8034.00

6.000 1042.00 6.000 819.00 6.000 1339.00

### M-074 #VALUE! M-052 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

5.15

516

Providing andlaying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and Case I 5 mm thickness Unit = sqm Taking output = 16000 sqm (80 cum) Taking density of 2.2 tonnes per cum, weight of mix = 264 tonnes weight of mix = 176 tonnes a) Labour Mate Mazdoor b) Machinery day day 0.240 6.000 350.00 180.00 84.00 1080.00 L-12 L-13

Page 8 of 363

Mechanical broom Air compressor 250 cfm Mobile slurry seal equipment Front end loader 1 cum bucket capacity Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment,bitumen emulsion and filler. tyred roller with individual Pneumatic wheel load not exceeding 1.5 tonnes Water tanker6 KL capacity c) Material Residual Binder @ 11 % of mix 80 x 2.2 x 0.11 Fine aggregate 4.75 mm and below 87 % of total mix,80 x 2.2 x 0.87 = 153.12 tonnes. Taking density1.5,= 153.12/1.5 = 102.08 cum total mix = 80 x 2.2 x Filler @ 2 % of 0.02 of water Cost d) Overheads @ 2.244% on (a+b+c) e) Contractors profit @ 5% on (a+b+c+d) Cost for 16000 sqm= a+b+c+d+e Rate per sqm = (a+b+c+d+e)/16000

hour hour hour hour hour

6.000 6.000 6.000 6.000

230.00 285.00 780.00 497.00

1380.00 1710.00 4680.00 6252.00 2982.00

P&M031 P&M001 P&M033 P&M017 P&M048 P&M037 P&M060

6.000 1042.00

hour hour

6.000 2.000

892.00 300.00

5352.00 600.00

tonne 19.360 input cum 102.080 input

#VALUE! M-077 #VALUE! M-005

tonne

3.520

118.00

415.36 #VALUE! #VALUE! #VALUE! #VALUE!

M-188

KL 12.000 input

#VALUE! M-189

say Case II 3 mm thickness Unit = sqm Taking output = 20000 sqm (60 cum) a) Labour Mate Mazdoor b) Machinery Mechanical broom Air compressor 250 cfm Mobile slurry seal equipment Front end loader 1 cum bucket capacity Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment,bitumen emulsion and filler Water tanker6 KL capacity c) Material Residual Binder @ 13 % of mix = 60 x 2.2 xaggregate 3 mm and below 85 % Fine 0.13 of total mix, 60x 2.2 x 0.85 = 112.2 tonnes. Taking total mix =60x 2.2 x Filler @ 2 % of density 1.5, 0.02 of water Cost d) Overheads @ 2.244% on (a+b+c) e) Contractors profit @ 5% on (a+b+c+d) Cost for 30000 sqm= a+b+c+d+e Rate per sqm = (a+b+c+d+e)/20000 say tonne 17.160 input cum 74.800 input tonne 2.640 118.00 hour hour hour hour hour 6.000 6.000 6.000 6.000 230.00 285.00 780.00 497.00 day day 0.200 5.000 350.00 180.00

#VALUE!

70.00 900.00 1380.00 1710.00 4680.00 6252.00 2982.00

L-12 L-13 P&M031 P&M001 P&M033 P&M017 P&M048 P&M060

6.000 1042.00

hour

2.000

300.00

600.00

#VALUE! M-077 #VALUE! M-005 311.52 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! M-188

KL 12.000 input

#VALUE! M-189

Page 9 of 363

Case III 1.5 mm thickness Unit = sqm Taking output = 24000 sqm (36 cum) a) Labour Mate Mazdoor b) Machinery Mechanical broom Air compressor 250 cfm Mobile slurry seal equipment Front end loader 1 cum bucket capacity Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment,bitumen emulsion and filler. Water tanker6 KL capacity c) Material Residual Binder @ 16 % of mix, 36 x 2.2 x 0.16 Fine aggregate 2.36 mm and below,82 % of total mix,36x 2.2 x 0.82 = 64.94 tonnes. Taking density 1.5 Filler @ 2 % of total mix = 36x 2.2 x 0.02 of water Cost d) Overheads @ 2.244% on (a+b+c) e) Contractors profit @ 5% on (a+b+c+d) Cost for 24000 sqm= a+b+c+d+e Rate per sqm = (a+b+c+d+e)/24000 say Note 1.Tack coat, if required to be provided, before laying slurry seal may be measured and paid separately Fog Spray Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous Unit = sqm Taking output = 10500 sqm a) Labour Mate Mazdoor b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm Bitumen emulsion pressure distributor @ 1750 sqm per hour c) Material Bitumenemulsion @ 0.75 kg per sqm d) Overheads @ 2.244% on (a+b+c) e) Contractors profit @ 5% on (a+b+c+d) hour hour tonne 6.000 6.000 6.000 230.00 285.00 819.00 1380.00 1710.00 4914.00 P&M031 P&M001 P&M004 day day 0.120 3.000 350.00 180.00 42.00 540.00 L-12 L-13 tonne 12.670 input cum 43.300 input hour hour hour hour hour 6.000 6.000 6.000 6.000 230.00 285.00 780.00 497.00 1380.00 1710.00 4680.00 6252.00 2982.00 P&M031 P&M001 P&M033 P&M017 P&M048 P&M060 day day 0.200 5.000 350.00 180.00 70.00 900.00 L-12 L-13

6.000 1042.00

hour

2.000

300.00

600.00

#VALUE! M-077 #VALUE! M-022

tonne

1.580

118.00

186.44 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

M-188

KL 12.000 input

#VALUE! M-189

5.17

518

tonne

7.880 input

#VALUE! M-077 #VALUE! #VALUE!

Page 10 of 363

Cost for 10500 sqm= a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10500 say 1.In case it is decided by the engineer to blind the fog spray, the following may be added a) Labour Mate Mazdoor for precoating of grit c) Material Crushed stone grit 3 mm size @ 3.75 kg per sqm Bitumenemulsion for precoating grit @ 2 % of grit,39.38 x 0.02 cum 26.250 input tonne 0.790 input day day 0.160 4.000 350.00 180.00

#VALUE! #VALUE! #VALUE!

56.00 720.00

L-12 L-13

#VALUE! M-024 #VALUE! M-077 #VALUE! #VALUE!

say 5.21 522 Crack Prevention Courses

#VALUE!

Case - I Stress Absorbing Membrane (SAM) crack width less than 6 mm Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates Unit = sqm Taking output = 10500 sqm a) Labour Mate Mazdoor b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm Bitumen pressure distributor @ 1750 sqm per hour spreader Hydraulic Chip Smooth wheeled road roller 8-10 tonne c) Material Modified binder Crushed stone aggregates 5.6 mm size d) Overheads @ 2.244% on (a+b+c) e) Contractors profit @ 5% on (a+b+c+d) Cost for 10500 sqm= a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10500 say tonne 9.450 input cum 105.000 input hour hour hour hour hour 6.000 6.000 6.000 6.000 230.00 285.00 819.00 470.00 1380.00 1710.00 4914.00 2820.00 P&M031 P&M001 P&M004 P&M025 P&M044 day day 0.240 6.000 350.00 180.00 84.00 1080.00 L-12 L-13

6.000 1700.00 10200.00

#VALUE! M-078 #VALUE! M-050 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

Page 11 of 363

Case II

Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of Unit = sqm Taking output = 10500 sqm a) Labour Mate Mazdoor b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfem capacity Bitumen pressure distributor @ 1750 sqm per hour spreader Hydraulic Chip Smooth wheeled road roller 8-10 tonne c) Material Modified binder Crushed stone chipping 11.2 mm size d) Overheads @ 2.244% on (a+b+c) e) Contractors profit @ 5% on (a+b+c+d) Cost for 10500 sqm= a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10500 say tonne 11.550 input cum 105.000 input hour hour hour hour hour 6.000 6.000 6.000 6.000 230.00 285.00 819.00 470.00 1380.00 1710.00 4914.00 2820.00 P&M031 P&M001 P&M004 P&M025 P&M044 day day 0.240 6.000 350.00 180.00 84.00 1080.00 L-12 L-13

6.000 1700.00 10200.00


Case III Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50laying a single coatn of a Providing and % stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 % after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of Unit = sqm Taking output = 10500 sqm a) Labour Mate Mazdoor Mazdoor skilled b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfem capacity hour hour 6.000 6.000 230.00 285.00 1380.00 1710.00 P&M031 P&M001 day day day 0.240 6.000 2.000 350.00 180.00 250.00 84.00 1080.00 500.00 L-12 L-13 L-15

Page 12 of 363

Bitumen pressure distributor @ 1750 sqm per hour spreader Hydraulic Chip Smooth wheeled road roller 8-10 tonne c) Material Modified binder Crushed stone aggregates 11.2 mm size d) Overheads @ 2.244% on (a+b+c) e) Contractors profit @ 5% on (a+b+c+d) Cost for 10500 sqm= a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10500

hour hour hour

6.000 6.000

819.00 470.00

4914.00 2820.00

6.000 1700.00 10200.00

P&M004 P&M025 P&M044

tonne 15.750 input cum 126.000 input

#VALUE! M-078 #VALUE! M-051 #VALUE! #VALUE! #VALUE! #VALUE!

say Case IV Case - IV : Bitumen Impregnated Geotextile and Providing laying a bitumen impregnated geotextile layer after cleaning the road surface, geotextile conforming to requirements of clause 704.3, laid over a tack coat with 1.05 kg per sqm of paving grade bitumen 80 - 100 penetration and constructed to the requirement of clause Unit = sqm Taking output = 3500 sqm a) Labour Mate Mazdoor Mazdoor skilled b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfem capacity Bitumen pressure distributor @ 1750 sqm per hour Pneumatic roller c) Material Paving grade bitumen of 80 - 100 penetration @ 1.05 kg per sqm Geotextile including 10 % for overlaps d) Overheads @ 2.244% on (a+b+c) e) Contractors profit @ 5% on (a+b+c+d) Cost for 10500 sqm= a+b+c+d+e Rate per sqm = (a+b+c+d+e)/3500 say NOTE As bitumen overlay construction shallfollow closely the fabric placement on the same day, an output of 3500 sqm only has been considered for the analysis which will cover a length of 500 m, of 7 m widecarriagway. This can be conveniently overlaid by a bitumenious course in a dayfigures of any Printing new letter and 801 shade new letter and figures of any shade Printing with synthetic enamel paint black or any other approved colour to give an even shade ii) English and Roman tonne sqm 3.680 input ### input hour hour tonne hour 2.800 2.800 2.000 2.000 230.00 285.00 819.00 892.00 day day 0.560 2.000 350.00 180.00 250.00

#VALUE!

196.00 2160.00 500.00 644.00 798.00 1638.00 1784.00

L-12 L-13 L-15 P&M031 P&M001 P&M004 P&M037

day 12.000


8.3

Page 13 of 363

Hyphens and the like not to be measured and paid for100 letters of 16 cm height. Detail for i.e.1600 cm Unit = per cm height per letter a) Labour Mate Painter Ist class Mazdoor b) Material Paint c) Overheads @ 2.244% on (a+b) d) Contractors profit @ 5% on (a+b+c) Cost for 1600 cm = a+b+c+d Rate per cm height per (a+b+c +d)/1600 8.8 803 letter = Litre 0.50 input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE! day day day 0.07 1.25 0.50 350 250 180 24.50 312.50 90.00

Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Unit = sqm Taking output = 40 sqm a) Labour Mate Painter Mazdoor b) Material Paint conforming to requirement of clause 803.3. Add for scaffolding @ 1% of labour cost where required c) Overheads @ 2.244% on (a+b) d) Contractors profit @ 5% on (a+b+c) Cost for 40 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/40 day day day Litre 0.12 2.00 1.00 6.00

350 250 180

42.00 500.00 180.00

input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

8.9

803

Painting on Steel Surfaces Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade Unit = sqm Taking output = 10 sqm a) Labour Mate Painter Mazdoor b) Material Paint ready mixed approved brand. Add @ 1% on cost of material for scaffolding c) Overheads @ 2.244% on (a+b) Litre 1.25 input #VALUE! #VALUE! #VALUE! day day day 0.03 0.45 0.25 350 250 180 10.50 112.50 45.00

Page 14 of 363

d) Contractors profit @ 5% on (a+b+c) Cost for 10 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/10 12.6 Sub- Cement mortar1:3 (1cement :3 sand) analysi s (A) Unit = 1 cum Taking output = 1 cum a) Materials Cement Sand b) Labour Mate Mazdoor Total Material and Labour = (a+b) Sub- Cement mortar1:2 (1cement :2 sand) analysi s (B) Unit = 1 cum Taking output = 1 cum a) Materials Cement Sand b) Labour Mate Mazdoor Total Material and Labour = (a+b) Sub- Cement mortar1:6 (1cement :6 sand) analysi s (D) Unit = 1 cum Taking output = 1 cum a) Materials Cement Sand b) Labour Mate Mazdoor Total Material and Labour = (a+b) 1400 Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Unit = cum Taking output = 5 cum (A) Square Rubble Coursed Rubble Masonry (first sort) a) Material Stone Through and bond stone (35no.x0.24mx0.24mx0.39m = 0.79 cu.m) Cement mortar 1:3 (Rate as in Item 12.6 A sub-analysis)

#VALUE! #VALUE! #VALUE! say #VALUE!

MT cum day day

0.51 1.05 0.04 0.90

input #VALUE! input #VALUE! 350.00 180.00 14.00 162.00 #VALUE!

MT cum day day

0.67 0.93 0.04 0.90


MT cum day day

0.29 1.20 0.04 0.90


12.7

cum each cum

5.50 35.00 1.50

input #VALUE! M-169 input #VALUE! M-182 ### #VALUE! Item 12.6 (A)

Page 15 of 363

b)

Labour Mate Mason Mazdoor c) Overhead charges @ 10% on d) Contractor's profit @ 10% on Cost for 5 cum = a+b+c+d Rate per cum (a+b+c+d)/5

day day day

0.66 7.50 9.00

350.00 250.00 180.00

231.00 1875.00 1620.00 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

L-12 L-11 L-13

1405.3 B) Random Rubble Masonry ( coursed/uncoursed ) Unit = cum Taking output = 5 cum a) Material Stone cum Through and bond stone Nos (35nos.x0.24mx0.24mx0.39m = 0.79 cu.m) Cement mortar 1:3 (Rate as in item 12.6 A)cum b) Labour Mate day Mason day Mazdoor day c) Overheads @ 10% on (a+b) d) Contractors profit @ 10% on (a+b+c) Cost for 5 cum = a+b+c+d Rate per cum (a+b+c+d)/5 The labour already considered in cement mortar has been taken into account while proposing labour for masonry works. 1400 Stone masonry work in cement mortar 1:6 in foundation complete as drawing and Technical Specification Unit = cum Taking output = 5 cum 1405.3 B) Random Rubble Masonry ( coursed/uncoursed ) Unit = cum Taking output = 5 cum a) Material Stone cum Through and bond stone Nos (35nos.x0.24mx0.24mx0.39m = 0.79 cu.m) Cement mortar 1:3 (Rate as in item 13.6 D) cum b) Labour Mate day Mason day Mazdoor day c) Overheads @ 10% on (a+b) d) Contractors profit @ 10% on (a+b+c) Cost for 5 cum = a+b+c+d Rate per cum (a+b+c+d)/5 @ The labour already considered in cement mortar has been taken into account while proposing labour for masonry works. @

5.50 35.00 1.55 0.62 6.00 9.00

input #VALUE! input #VALUE! ### #VALUE! 350.00 250.00 180.00 217.00 1500.00 1620.00 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

12.7 (Add)

5.50 35.00 1.55 0.62 6.00 9.00

input #VALUE! input #VALUE! ### #VALUE! 350.00 250.00 180.00 217.00 1500.00 1620.00 #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

Page 16 of 363

1500, Plain/Reinforced cement concrete in 1700 & open foundation complete as per 2100 drawing and technical specifications A PCC Grade M15 Unit = cum Taking output = 15 cum a) Material Cement MT Coarse sand cum 40 mm Aggregate cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 63 KVA hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) d) Formwork @ 4% on cost of concrete i.e.cost of material, labour and machinery e) Overheads @ 10% on (a+b+c+d) f) Contractors profit @ 10% on (a+b+c+d+e) Cost for 15 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f)/15 Nedle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added in rate analysis of cement concrete 12.8 B PCC Grade M20 works. Unit : cum Taking output = 15 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) 12.8 C RCC Grade M20 Unit = cum Case I Using concrete mixer Taking output = 15 cum a) Material Cement Coarse sand 20 mm Aggregate Note

12.8

4.13 6.75 8.10 4.05 1.35 0.86 1.50 20.00 6.00 6.00 ###

input input input input input 350.00 250.00 180.00

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 301.00 375.00 3600.00

165.00 990.00 input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

MT cum cum cum cum day day day hour hour

5.16 6.75 5.40 5.40 2.70 0.86 1.50 20.00 6.00 6.00 ###

input input input input input 350.00 250.00 180.00 165.00 540.00

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 301.00 375.00 3600.00 990.00 3240.00

MT cum cum

5.21 6.75 8.10

input #VALUE! input #VALUE! input #VALUE!

Page 17 of 363

10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 33 KVA hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Case II With Batching Plant, Transit Mixer and Conrete Pump Unit : cum Taking Output = 120 cum a) Material Cement MT Coarse Sand cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 km. hour Lead beyond 1 km, L-lead in km T-km Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) d) Formwork @ 4% on cost of concrete i.e.cost of material, labour and machinery e) Overheads @ 10% on (a+b+c+d) f) Contractors profit @ 10% on (a+b+c+d+e) Cost for 120 cum = a+b+c+d+e+f Rate per cum = ( a+b+c+d+e+f )/120 PCC Grade M25 Unit = cum Case I Using concrete Mixer Taking output = 15 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) 12.8 D

5.40 0.86 1.50 20.00 6.00 6.00 ###

input #VALUE! 350.00 250.00 180.00 165.00 540.00 301.00 375.00 3600.00 990.00 3240.00

41.66 54.00 64.80 43.20 0.84 3.00 18.00

input input input input 350.00 250.00 180.00

#VALUE! #VALUE! #VALUE! #VALUE! 294.00 750.00 3240.00

6.00 1526.00 9156.00 6.00 793.00 4758.00 6.00 1042.00 6252.00 15.00 890.00 13350.00 300L input #VALUE! L= 35 6 165.00 990.00 ### #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

MT cum cum cum cum day day day hour hour

5.99 6.75 5.40 5.40 2.70 0.86 1.50 20.00 6.00 6.00 ###



Page 18 of 363

Case II With Batching Plant, Transit Mixer and Conrete Pump Unit : cum Taking Output = 120 cum a) Material Cement MT Coarse sand cum 40 mm Aggregate cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 km. hour Transit Mixer 4 cum capacity lead T-Km beyond 1 Km, L - lead in KilometerPump Concrete hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) d) Formwork @ 3.75% of cost of concrete i.e.cost of material, labour and machinery e) Overheads @ 10% on (a+b+c+d) f) Contractors profit @ 10% on (a+b+c+d+e) cost of 120 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f)/120 RCC Grade M25 Unit = cum Case I Using concrete Mixer Taking output = 15 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Case II With Batching Plant, Transit Mixer and Conrete Pump Unit : cum Taking Output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate 12.8 E

47.95 54.00 43.20 43.20 21.60 0.84 3.00 18.00



6.00 1526.00 9156.00 6.00 793.00 4758.00 6.00 1042.00 6252.00 15.00 890.00 13350.00 300L input #VALUE! L= 35 6 165.00 ### #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE! 990.00

MT cum cum cum day day day hour hour

6.05 6.75 8.10 5.40 0.86 1.50 20.00 6.00 6.00 ###

input input input input 350.00 250.00 180.00 165.00 540.00

#VALUE! #VALUE! #VALUE! #VALUE! 301.00 375.00 3600.00 990.00 3240.00

MT cum cum cum

48.38 54.00 64.80 43.20

input input input input

#VALUE! #VALUE! #VALUE! #VALUE!

Page 19 of 363

Admixer Kg b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity 1 cum hour Transit Mixer 4 cum capacity for lead upto 1 km. hour Transit Mixer 4 cum capacity lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) 12.8 F PCC Grade M30 Unit = cum Case I Using Concrete Mixer Taking output = 15 cum a) Material Cement MT Coarse sand cum 40 mm Aggregate cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 33 KVA hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Case II Using Batching Plant, Transit Mixer and Conrete Pump Unit : cum Taking Output = 120 cum a) Material Cement MT Coarse sand cum 40 mm Aggregate cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 km. hour Transit Mixer 4 cum capacity lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) 12.8 G RCC Grade M30

193.52 0.84 3.00 18.00

input #VALUE! 350.00 250.00 180.00 294.00 750.00 3240.00

6.00 1526.00 9156.00 6.00 793.00 4758.00 6.00 1042.00 6252.00 15.00 890.00 13350.00 300L input #VALUE! L= 35 6.00 165.00 ### 990.00

6.08 6.75 5.40 5.40 2.70 0.86 1.50 20.00 6.00 6.00 ###



48.60 54.00 43.20 43.20 21.60 0.84 3.00 18.00



6.00 1526.00 9156.00 6.00 793.00 4758.00 6.00 1042.00 6252.00 15.00 890.00 13350.00 300L input #VALUE! L= 35 6.00 165.00 ### 990.00

Page 20 of 363

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 33 KVA hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Case II Using Batching Plant, Transit Mixer and Conrete Pump Unit = cum Taking output = 120 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 km. hour Transit Mixer 4 cum capacity lead T-Km beyond 1 Km, L - lead in KilometerPump Concrete hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) 12.8 H RCC Grade M35 Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 33 KVA hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c)

6.10 6.75 8.10 5.40 0.86 1.50 20.00 6.00 6.00 ###



48.80 54.00 64.80 43.20 0.84 3.00 18.00


#VALUE! #VALUE! #VALUE! #VALUE! 294.00 750.00 3240.00

6.00 1526.00 9156.00 6.00 793.00 4758.00 6.00 1042.00 6252.00 15.00 890.00 13350.00 300L input #VALUE! L= 35 6.00 165.00 ### 990.00

6.33 6.75 8.10 5.40 0.86 1.50 20.00 6.00 6.00 ###



Page 21 of 363

Case II Using Batching Plant, Transit Mixer and Conrete Pump Unit ; cum Taking Output = 120 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum Admixer Kg b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 km. hour Transit Mixer 4 cum capacity lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) d) Formwork @ 3% on cost of concrete i.e.cost of material, labour and machinery e) Overheads @ 10% on (a+b+c+d) f) Contractors profit @ 10% on (a+b+c+d+e) cost of 120 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f)/120 Rate per cum (a+b+c+d)/120 Note: Where ever concrete is carried out using batching plant, transit mixer, concrete pump, admixers @ 0.4% of weight of cement may be added for achieving desired slump of concrete. 12.11 1200, Plain/Reinforced cement concrete, in 1500 & well foundation complete as per 1700 drawing and technical specification Bottom Plug Concrete to be placed using tremie pipe Case I Using Concrete Mixer (i) PCC Grade M20 Unit = cum Taking output = 15 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate Admixer b) Labour Mate Mason C

50.64 54.00 64.80 43.20 202.56 0.84 3.00 18.00



6.00 1526.00 9156.00 6.00 793.00 4758.00 6.00 1042.00 6252.00 15.00 890.00 13350.00 300L input #VALUE! L= 35 6.00 165.00 ### 990.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE! #VALUE!

MT cum cum cum cum Kg day day

5.55 6.75 5.40 5.40 2.70 18.60 0.90 1.50

input input input input input input 350.00 250.00

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 315.00 375.00

Page 22 of 363

Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 33 KVA hour Light Crane 3 tonnes capacity for hour handling tremie pipe Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Note 10% extra cement may be added where under water concreting is involved. Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit ; cum Taking Output = 120 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum Admixer Kg b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 km. hour Transit Mixer 4 cum capacity, lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) (ii) PCC Grade M25

20.00 6.00 6.00 6.00 ###

180.00 165.00 540.00 230.00

3600.00 990.00 3240.00 1380.00

44.40 54.00 64.80 43.20 148.80 0.88 3.00 18.00



6.00 1526.00 9156.00 6.00 793.00 4758.00 6.00 1042.00 6252.00 15.00 890.00 13350.00 300L input #VALUE! L= 35 6.00 165.00 ### 990.00

Case I Using Concrete Mixer Unit = cum Taking output = 15 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate Admixer b) Labour Mate Mason Mazdoor c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Light Crane of 3 tonnes capacity for handling tremie pipe Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c)

MT cum cum cum cum Kg day day day hour hour hour

5.99 6.75 5.40 5.40 2.70 21.60 0.90 1.50 20.00 6.00 6.00 6.00 ###

input input input input input input 350.00 250.00 180.00 165.00 540.00 230.00

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 315.00 375.00 3600.00 990.00 3240.00 1380.00

Page 23 of 363

Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit = cum Taking output = 120 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum Admixer Kg b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 km. hour Transit Mixer 4 cum capacity, lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) (iii) PCC Grade M30 Case I Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate Admixer b) Labour Mate Mason Mazdoor c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Light Crane of 3 tonnes capacity for handling tremie pipe Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit = cum Taking output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Admixer b) Labour

47.88 54.00 64.80 43.20 172.80 0.88 3.00 18.00



6.00 1526.00 9156.00 6.00 793.00 4758.00 6.00 1042.00 6252.00 15.00 890.00 13350.00 300L input #VALUE! L= 35 6.00 165.00 ### 990.00

MT cum cum cum cum Kg day day day hour hour hour

6.08 6.75 5.40 5.40 2.70 21.60 0.90 1.50 20.00 6.00 6.00 6.00 ###



MT cum cum cum Kg

48.64 54.00 64.80 43.20 172.80

input input input input input

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

Page 24 of 363

Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 km. hour Transit Mixer 4 cum capacity, lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) (iv) PCC Grade M35 Case I Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a) Material Cement MT Coarse sand cum 40 mm Aggregate cum 20 mm Aggregate cum 10 mm Aggregate cum Admixer Kg b) Labour Mate day Mason day Mazdoor day c) Machinery Concrete mixer (cap. 0.40/0.28 cum) hour Generator 33 KVA hour Light Crane of 3 tonnes capacity for hour handling tremie pipe Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit = cum Taking output = 120 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum Admixer Kg b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 km. hour Transit Mixer 4 cum capacity, lead T-Km beyond 1 Km, L - lead in Kilometer Concrete Pump hour

0.88 3.00 18.00

350.00 250.00 180.00

308.00 750.00 3240.00

6.00 1526.00 9156.00 6.00 793.00 4758.00 6.00 1042.00 6252.00 15.00 890.00 13350.00 300L input #VALUE! L= 35 6.00 165.00 ### 990.00

6.29 6.75 5.40 5.40 2.70 21.60 0.90 1.50 20.00 6.00 6.00 6.00 ###



50.28 54.00 64.80 43.20 172.80 0.88 3.00 18.00



6.00 1526.00 9156.00 6.00 793.00 4758.00 6.00 1042.00 6252.00 15.00 890.00 13350.00 300L input #VALUE! L= 35 6.00 165.00 990.00

Page 25 of 363

Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) Add 5% of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreteing with tremie pipe.. d) Overheads @ 10% on (a+b+c) e) Contractors profit @ 10% on (a+b+c+d) cost of 120 cum = a+b+c+d+e Rate per cum (a+b+c+d+e)/120 F Well cap iv) RCC Grade M35 Case II Using Batching Plant, Transit Mixer and Conrete Pump Unit = cum Taking output = 120 cum a) Material Cement MT Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate cum b) Labour Mate day Mason day Mazdoor day c) Machinery Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader(capacity 1 cum) hour Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity for lead upto 1 km. hour Lead beyond 1 Km, L - lead in Kilometer T-Km Concrete Pump hour Formwork @ 3% of (a+b+c) d) Overheads @ 10% on (a+b+c) e) Contractors profit @ 10% on (a+b+c+d) cost of 120 cum = a+b+c+d+e Rate per cum (a+b+c+d+e)/120 Note Where ever concrete is carried out using batching plant, transit mixer, concrete pump, admixers @ 0.4% of weight of cement may be added for achieving desired slump of concrete. Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the I) Ordinary soil Unit = cum Taking output = 10 cum A Manual Means

### #VALUE!

#VALUE! #VALUE! #VALUE! #VALUE! Say #VALUE!

50.64 54.00 64.80 43.20 0.84 3.00 18.00


#VALUE! #VALUE! #VALUE! #VALUE! 294.00 750.00 3240.00 9156.00 4758.00 6252.00

6.00 1526.00 6.00 793.00 6.00 1042.00

15.00 890.00 13350.00 300L input #VALUE! L= 35 6.00 165.00 990.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Say #VALUE!

3.13

304

Page 26 of 363

(i) Depth upto 3 m a) Labour Mate Mazdoor b) Overheads @ 2.244% on (a) c) Contractors profit @ 5% on (a+b) Cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10 say Note Cost of dewatering may be added where required upto 10 % of labour cost Assessment for dewatering shall be made as per site conditions.. Mechanical Means (i) Depth upto 3 m Unit = cum Taking output = 300 cum a) Labour Mate Mazdoor b) Machinery Hydraulic excavator 1.0 cum bucket capacity hour c) Overheads @ 2.244% on (a+b) d) Contractors profit @ 5% on (a+b+c) Cost for 300 cum = a+b+c+d Rate per cum = (a+b+c+d)/300 say Note Cost of dewatering upto 5% of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions.. 6.00 1942 11652.00 296.30 675.01 14175.31 47.25 47.00 day day 0.32 8.00 350 180 112.00 1440.00 day day 0.320 8.000 350.00 180.00 112.00 1440.00 34.83 79.34 1666.17 166.62 167.00 L-12 L-13

B

13.6

Section Supplying, fitting and placing HYSD 1600 & bar reinforcement in sub-structure 2200 complete as per drawing and technical specifications Output : MT Taking output = 1 MT a) Material HYSD bars including 5% overlaps and Binding wire b) Labour for cutting, bending, shifting to site, tying and placing in position Mate Blacksmith Mazdoor c) Overheads @ 10% on (a+b) d) Contractors profit @ 10% on (a+b+c) Rate for per MT (a+b+c+d) 1500 Furnishing and Placing &1600 Reinforced/Prestressed cement 1700 concrete in super-structure as per drawing and Technical Specification Page 27 of 363

MT kg

1.05 6.00

input #VALUE! 0.00 0.00

day day day

0.34 2.00 6.50

350.00 250.00 180.00

119.00 500.00 1170.00 #VALUE! #VALUE! #VALUE! say #VALUE!

14.1

A RCC Grade M20 Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto 1 Lead beyond 1 Km, L - lead in Kilometer Concrete Pump Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum (i) (p)

MT cum cum cum day day day hour hour hour Km hour T-Km hour

40.92 54.00 64.80 43.20 0.84 3.00 18.00



6.00 1526.00 6.00 793.00 6.00 1042.00

15.00 890.00 13350.00 300L input #VALUE! L= 35 6.00 165.00 990.00 ###

For solid slab super-structure, 20-30% Height upto 5m Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum d) Formwork and staging 20 % of (a+b+c) e) Overheads @ 10% on (a+b+c+d) f) Contractors profit @ 10% on (a+b+c+d+e) Cost for 15 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f)/120 RCC Grade M25

#VALUE! 20.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

B

Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto 1 Lead beyond 1 Km, L - lead in Kilometer

MT cum cum cum day day day hour hour hour Km hour T-Km

47.95 54.20 64.80 43.20 0.84 3.00 18.00



6.00 1526.00 6.00 793.00 6.00 1042.00

15.00 890.00 13350.00 300L input #VALUE! L= 35

Page 28 of 363

Concrete Pump Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum For formwork and staging add the following: (i) For solid slab super-structure, 20-30% (p) of (a+b+c) 5m Height upto Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum d) Formwork and staging 20 % of (a+b+c) e) Overheads @ 10% on (a+b+c+d) f) Contractors profit @ 10% on (a+b+c+d+e) Cost for 15 cum= a+b+c+d+e+f Rate per cum (a+b+c+d+e+f)/120

hour

6.00 165.00 ###

990.00

#VALUE! 20.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE!

C

RCC Grade M 30

Case II Using Batching Plant, Transit Mixer and Concrete Pump. Unit = cum Taking output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto 1 Lead beyond 1 Km, L - lead in Kilometer Concrete Pump Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum For formwork and staging add the (i) (p)

MT cum cum cum day day day hour hour hour Km hour T-Km hour

48.79 54.60 64.80 43.20 0.88 3.00 19.00



6.00 1526.00 6.00 793.00 6.00 1042.00

15.00 890.00 13350.00 300L input #VALUE! L= 35 6.00 165.00 990.00 ###

For solid slab super-structure, 20-30% Height upto 5m Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum d) Formwork and staging 20 % of (a+b+c) e) Overheads @ 10% on (a+b+c+d) f) Contractors profit @ 10% on (a+b+c+d+e) Cost for 15 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f)/120

#VALUE! 20.00

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE! Rate per cum (a+b+c+d)/120 ( including formwork and excluding #VALUE! OH & CP) Rate per cum (a+b+c+d)/120 ( excluding formwork and Excluding#VALUE! OH & CP)

Page 29 of 363

E PSC Grade M-40 Case 1 Using concret mixer. Unit = 1 cum Taking output = 15 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture @ 0.4% of cement b) Labour Mate Mason Mazdoor c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Basic Cost of Labour, Material & Mechinery (a+b+c) for 15 cum Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture @ 0.4% of cement Admixer b) Labour Mate Mason Mazdoor c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto 1 Lead beyond 1 Km, L - lead in Kilometer Concrete Pump Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum For formwork and staging add the following: (i) For solid slab super-structure, 18-28% (p) of (a+b+c) 5m Height upto Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum d) Formwork and staging 18 % of (a+b+c) e) Overheads @ 10% on (a+b+c+d) f) Contractors profit @ 10% on (a+b+c+d+e) Cost for 15 cum= a+b+c+d+e+f Rate per cum (a+b+c+d+e+f)/120

MT cum cum cum kg day day day hour hour

6.45 6.75 8.10 5.40 25.80 0.96 2.00 22.00



6.00 165.00 6.00 540.00 ###

MT cum cum cum kg Kg day day day hour hour hour Km hour T-Km hour

51.60 54.00 64.80 43.20 206.40 216.00 0.94 3.50 20.00

input input input input input input 350.00 250.00 180.00


6.00 1526.00 6.00 793.00 6.00 1042.00

15.00 890.00 13350.00 300L input #VALUE! L= 35 6.00 165.00 990.00 ###

#VALUE! 18.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

Page 30 of 363

say #VALUE! Note 1.Where ever concrete is carried out using batching plant, transit mixer, concrete pump, admixers conforming IS: 9103 @ 0.4% of weight of cement may be added for achieving desired slumpvarious components 2. Cement provided for of concrete. of the super structure is for estimating purpose only. Actual quantity of cement will be as per approved mix design. Similarly, the provision for coarse and fine aggregates is for estimating purpose and the exact quantity shall be as per the mix 3. The items like needle and surface vibrators are part of minor T & P which is already covered under the overhead charges. As such these items have not been added seperately in theplacing HYSD A) Supplying ,fitting and rate analysis.

14.2

1600

bar reinforcement in super-structure complete as per drawing and technical specifications Unit = 1 MT Taking output = 1 MT a) Material HYSD bars including 5% for laps and wastage MT Binding wire Kg b) Labour for cutting, bending, tying and placing in position Mate day Blacksmith day Mazdoor day Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c)

1.05 8.00

input #VALUE! 0.00 0.00

0.44 350.00 3.00 250.00 8.00 180.00 ###

154.00 750.00 1440.00

Page 31 of 363

Summary of Rate AnalysisItem No. Descriptions Unit Rate

CHAPTER-1 CARRIAGE OF MATERIALS1.1 1.2 1.3 1.4 (i) (ii) (iii) 1.5 Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip) Loading and Unloading of Boulders by Manual Means Loading and Unloading of Cement or Steel by Manual Means and stacking. Cost of Haulage Excluding Loading and Unloading Surfaced Road Unsurfaced Gravelled Road Katcha Track and Track in river bed / nallah bed and choe bed. Hand Broken Stone Aggregates 63 mm nominal size (Supply of quarried stone, hand breaking into coarse aggregate 63 mm nominal size (passing 80 mm and retained on 50 mm sieve) and stacking as directed) Crushing of stone aggregates 13.2 mm nominal size. (Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 13 mm nominal size.) Crushing of stone aggregates 20 mm nominal size (Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 20 mm nominal size.) Crushing of stone aggregates 40 mm nominal size (Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 40 mm nominal size.) tonne.km tonne.km tonne.km cum 3.70 4.40 8.90 #VALUE! cum cum tonne 99.00 107.00 148.00

1.6

cum

#VALUE!

1.7

cum

#VALUE!

1.8

cum

#VALUE!

CHAPTER-2 SITE CLEARANCE2.1 (i) (ii) (iii) (iv) 2.2

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth from 300 mm to 600 mm Girth from 600 mm to 900 mm Girth from 900 mm to 1800 mm Girth above 1800 mm Clearing Grass and Removal of Rubbish Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Manual Means:In area of light jungle In area of thorny jungle By Mechanical Means In area of light jungle In area of thorny jungle Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) Lime /Cement Concrete By Manual Means Lime Concrete, cement concrete grade M-10 and below Cement Concrete Grade M-15 & M-20 Prestressed / Reinforced cement concrete grade M-20 & above By Mechanical Means for items No. 202( b) & ( c) Cement Concrete Grade M-15 & M-20 Prestressed / Reinforced cement concrete grade M-20 & above Dismantling Brick / Tile work In lime mortar In cement mortar In mud mortar Dry brick pitching or brick soling Dismantling Stone Masonry

each each each each hectare

156.00 286.00 545.00 1026.00 10414.00

2.3

(i) A B (ii) A B

hectare hectare hectare hectare

31563.00 42298.00 26921.00 32651.00

2.4

(i) I A B C II A B (ii) A B C D (iii)

cum cum cum cum cum cum cum cum cum

236.00 278.00 709.00 317.00 524.00 153.00 195.00 136.00 128.00

Page 32 of 363

Summary of Rate AnalysisItem No. A B C D E F (iv) (v) A B C (vi) A B (vii) A B (viii) (ix) A B C 2.5 I A B II A Descriptions Rubble stone masonry in lime mortar Rubble stone masonry in cement mortar. Rubble Stone Masonry in mud mortar. Dry rubble masonry Dismantling stone pitching/ dry stone spalls. Dismantling boulders laid in wire crates including opening of crates and stacking dismantled materials. Wood work wrought framed and fixed in frames of trusses upto a height of 5 m abovework inlevel Steel plinth all types of sections upto a height of 5 m above plinth level excluding cutting of rivet. Including dismembering Excluding dismembering. Extra over item No( V ) A and( V ) B for cutting rivets. Scraping of bricks dismantled from brick work including stacking. In lime/Cement mortar In mud mortar Scraping of Stone from dismantled stone masonry In cement and lime mortar In Mud mortar Scarping plaster in lime or cement mortar from brick/ stone masonry Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. Up to 600 mm dia Above 600 mm to 900 mm dia Above 900 mm Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) By Manual Means Bituminous courses Granular courses By Mechanical Means Bituminous course Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) Dismantling Guard Rails (Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.) Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre) Dismantling Kerb Stone channel (Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre) Dismantling Kilometre Stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit.) 5th KM stone Ordinary KM Stone Hectometre Stone Dismantling of Fencing (Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable material and unserviceable material separately. ) Dismantling of CI Water Pipe Line (Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department) Removal of Cement Concrete Pipe of Sewer Gutter (Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works.) Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately) metre metre metre 108.00 147.00 251.00 Unit cum cum cum cum cum cum cum tonne tonne tonne 1000 numbers 1000 numbers cum cum sqm Rate 170.00 195.00 153.00 145.00 136.00 153.00 350.00 879.00 673.00 6.00

729.00 260.00

293.00 62.00 9.00

cum cum cum

435.00 315.00 190.00

2.6

cum

#VALUE!

2.7 2.8 2.9 2.10 A B C 2.11

metre metre metre

47.00 10.00 15.00

each each each metre

242.00 136.00 27.00 30.00

2.12

metre

74.00

2.13

metre

#VALUE!

2.14

each

104.00

Page 33 of 363


CHAPTER-3 EARTH WORK, EROSION CONTROL AND DRAINAGE3.1 3.2 Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres ) Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres ) Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) Excavation in Ordinary Rockusing Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) Mechanised Manual Method Excavation in Hard Rock (controlled blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres ) Excavation in Marshy Soil (Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.) Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) Pre-splitting of Rock Excavation Slopes (Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a 80 HP dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000 m, all as specified in clause No. 303) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary soil Manual Means (Depth upto 3 m) Mechanical Means (Depth upto 3 m) Ordinary rock (not requiring blasting) Manual Means (Depth upto 3 m) Mechanical Means Hard rock ( requiring blasting ) Manual Means Hard rock ( blasting prohibited ) Mechanical Means Marshy soil Manual means ( upto 3 m depth) cum cum 123.00 166.00

3.3

cum

88.00

3.4

cum

149.00

3.5

cum

#VALUE!

3.6

cum

60.00

3.7

cum

78.00

3.8 A B

cum cum

502.00 748.00

3.9

cum

#VALUE!

3.10

cum

67.00

3.11

cum

60.00

3.12

sqm

#VALUE!

3.13

(i) A B (ii) A B (iii) A (iv) A (v) A

cum cum cum cum cum cum cum

167.00 47.00 208.00 64.00 #VALUE! 410.00 #VALUE!

Page 34 of 363

Summary of Rate AnalysisItem No. B 3.14 Descriptions Mechanical Means Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. ) Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) Compacting Original Ground Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) :Compacting original ground supporting embankment Stripping and Storing Top Soil (Stripping, storing of top soil by road side at 15 m internal and re-application on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth) Stripping, storing and re-laying top soil from borrow areas in agriculture fields. (Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels and satisfaction of the farmer.) Turfing with Sods (Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering) Seeding and Mulching (Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of0.23 litres per sqm and laying and fixing jute netting, including watering for 3 months all as per clause 308) Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25 metres)) Mechanical means Manual Means Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.) Mechanical Means Manual Means Surface Drains in Hard Rock (Rate per metre may be worked out based on quantity of hard Surface Drains with Perforated Pipe (Construction of subsurface drain with Sub rock as per design.) perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site ) Aggregate Sub- Surface Drains (Construction of aggregate sub surface drain 300 mm x 450 mm with aggregates conforming to table 300-4, excavated material to be utilised in roadway ) Underground Drain at Edge of Pavement (Construction of an underground drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered with RCC slab10 cm in thickness on urban roads) Preparation and Surface Treatment of formation. (Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310.) Construction of Rock fill Embankment (Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313) Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) Unit cum sqm Rate #VALUE! 16.00

3.15

sqm

4.00

3.16

cum

#VALUE!

3.17

cum

#VALUE!

3.18 3.19 Case-I Case-II 3.20

cum

#VALUE!

cum cum cum

#VALUE! #VALUE! 130.00

3.21

cum

53.00

3.22

sqm

#VALUE!

3.23

sqm

#VALUE!

3.24 A B 3.25 A B 3.26

metre metre

74.00 42.00

metre metre metre

150.00 62.00

3.27

#VALUE!

3.28 3.29

metre metre

#VALUE! #VALUE!

3.30

sqm

#VALUE!

3.31

cum

#VALUE!

3.32

cum

115.00

Page 35 of 363

Summary of Rate AnalysisItem No. 3.33 Descriptions Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.) Work in Urban Roads (The cost of earth work in urban roads inhabited area will be comparatively higher due to following reasons:) Embankment Construction with Fly ash/Pond ash available from coal or lignite burning Thermal Plants as waste material. (Construction of embankment with fly ash conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001 and as per approved plans.) Unit cum Rate 169.00

3.34

cum

#VALUE!

3.35

3.36

cum

#VALUE!

Page 36 of 363


CHAPTER-4 SUB-BASES, BASES ( NON- BITUMINOUS) AND SHOULDERS4.1 A (i) (ii) (iii) B (i) (ii) (iii) Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading- I Material for grading- II Material for grading-III Material By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material for grading- II Material for grading-III Material Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material for grading- II Material for grading-III Material Lime Stabilisation for Improving Subgrade (Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 % slaked lime having minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade) By Mechanical Means By Manual Means Lime Treated Soil for Sub- Base (Providing, laying and spreading soil on a prepared sub grade, pulverising, mixing the spread soil in place with rotavator with 3 % slaked lime with minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98%of the max dry density to form a layer of sub base.) Cement Treated Soil Sub Base/ Base (Providing, laying and spreading soil on a prepared sub grade, pulverising, adding the designed 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 to achieve the desired unconfined compressive strength and to form a layer of sub-base/base.) Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base (Providi

Standard Data Book (Road & Bridge)

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