Bridge Across Rmc

8/14/2019 Bridge Across Rmc

1/152

S.

NoQuantity Description of work Rate Uint Amount

1

530.00 Cum

Dismantling with out damaging the near

by structures if any ,clearing away andcarefully stacking materials useful for

reuse for any thickness of wall in brick

masonry in cement mortar wall under 3

m High as directed by the Engineer in

charge of the work

83.85 Cum 44441

2

117.00 Cum


by structures if any ,clearing away plain

cement concrete as directed by the

Engineer in charge of the works as per

technical Specification ( B -37 )

144.00 16848

2

70.00 Cum


by structures if any ,clearing away

reinforced cement cement concrete as

directed by the Engineer in charge of the

works as per technical Specification

2187.00 153090

214379

RECONSTRUCTION OF BRIDGE AT LS 18820M OF RIGHT MAIN CANAL

ABSTRACT ESTIMATE

JUNIOR ENGINEER,PWD/WRO., ASSISTANT EXECUTIVE ENGINEER,PWD/WRO., EXECUTIVE ENGINEER,PWD/WRO.,PARTHTHIPANUR REGULATOR LOWER VAIGAI BASIN SUB DIVISION, LOWER VAIGAI BASIN DIVISION,

PARAMAKUDI. PARAMAKUDI. PARAMAKUDI.


2/152


3/152

S.

No Description of work Length Breadth Depth Contents

1

Abutment footing 1 X 2 7.00 3.5 1.00 49.00

1 X 2 6.50 3.00 1.00 39.00

1 X 2 6.00 2.50 0.50 15.00

Above ground level 1 X 2 5.50 (2.50+0.50)/2 2.00 33.00

Wings footing 2 X 2 3.50 2.5 1.00 35.00

2 X 2 3.00 2.00 1.00 24.00

2 X 2 2.80 1.70 0.50 9.52

Above ground level 2 X 2 5.50 (1.70 +0.50)/2 2.00 48.40

Piers footing 1 X 4 7.00 3.5 1.00 98.00

1 X 4 6.50 3.00 1.00 78.00

1 X 4 6.00 2.50 0.50 30.00

Above ground level 1 X 4 5.50 (2.50 +0.50)/2 2.00 66.00

5.08

530.00 Cum

2

Abutment 1 X 2 7.50 4.00 0.50 30.00

Wings 2 X 2 4.00 3.00 0.50 24.00

Piers 1 X 4 7.50 4.00 0.50 60.00

3.00

117.00 Cum

Nos.


DETAILED ESTIMATE

Dismantling with out damaging the near by structures if any ,clearing away and carefully

stacking materials useful for reuse for any thickness of wall in brick masonry in cementmortar wall under 3 m High as directed by the Engineer in charge of the wo

Dismantling with out damaging the near by structures if any ,clearing away plain cement

concrete as directed by the Engineer in charge of the works as per technical Specification (


4/152

S.

No Description of work Length Breadth Depth ContentsNos.

2

Deck slab 1 X 4 5.50 5.00 0.60 66.00

Hand rails 2 X 10 0.25 0.25 0.90 1.13Piers 1 X 2 0.50 0.50 0.50 0.25

2.62

70.00 Cum

Dismantling with out damaging the near by structures if any ,clearing away plain cement

concrete as directed by the Engineer in charge of the works as per technical Specification (

B -37 )




5/152

2.5 0.5

1.7 0.5

2.5 0.5

1.3 0.45

1.3 1.1

1.3 1.1


6/152


7/152

Qty Unit Item Description Rate Unit Amount

CEMENT MORTAR 1:1.2

1 Cu.m Sand 337.30 Cu.m 337.30

1.200 M.T. Cement 5200.00 M.T. 6240.00

TOTAL PER Cu.m Rs. 6577.30

CEMENT MORTAR 1:1.5

1 Cu.m Sand 337.30 Cu.m 337.30

0.960 M.T. Cement 5200.00 M.T. 4992.00


CEMENT MORTAR 1:2

1 Cu.m Sand 337.30 Cu.m 337.30

0.720 M.T. Cement 5200.00 M.T. 3744.00


CEMENT MORTAR 1:3

1 Cu.m Sand 337.30 Cu.m 337.30

0.480 M.T. Cement 5200.00 M.T. 2496.00


CEMENT MORTAR 1:5

1 Cu.m Sand 337.30 Cu.m 337.30

0.288 M.T. Cement 5200.00 M.T. 1497.60


9.00 Cu.m Cost of 40mm ISS metal 1012.00 Cu.m 9108.00

4.50 Cu.m Cost of C.M. 1:2 4081.30 " 18365.85

1.80 Nos. Mason II Class 261.00 No. 469.80

17.70 " Mazdoor I Class 183.00 No. 3239.10

14.10 " Mazdoor II Class 165.00 " 2326.50

10.00 Cu.m Vibration Charges 22.80 Cu.m 228.00

Sundries L.S. -0.25

TOTAL PER 1 Cu.m 3373.7 Rs. 33737.00


2.70 " Cost of 12mm ISS metal 1208.00 " 3261.60

4.50 " Cost of C.M. 1:1.5 5329.30 " 23981.85



Name of Work:

CEMENT CONCRETE 1:2:4 M15 Nominal Mix Using 40mm metal

DATA


REINFORCED CEMENT CONCRETE 1:1.5:3 M25 design Mix


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DATA

35.30 Mazdoor II Class 165.00 No. 5824.50

10.00 Vibration Charges 30.65 Cu.m 306.50

Sundries L.S. 0.35

TOTAL PER 10 Cu.m Rs. 46213.00


2.70 " Cost of 12mm ISS metal 1208.00 " 3261.60

4.50 " Cost of C.M. 1:1.2 6577.30 " 29597.85



35.30 Mazdoor II Class 165.00 No. 5824.50

10.00 Vibration Charges 30.65 Cu.m 306.50

Sundries L.S. 0.35

TOTAL PER 10 Cu.m Rs. 51829.00

DATA FOR CENTERING WORKS

Steel centering for sides and soffits including supports

and strutting upto 3.00 M height for plain surface such

as RCC slab, rectangular beams,tee or ELL beams

lintels,bedlocks,staircase,waist and landing

slab,landing beams,canopy etc; with all cross bra

Sub-Data- (1)

cost of M.S sheets and angels for each set

weight of M.S sheet: 90cmx60cmx100

=3.175x7850/100024.92 Kq/sq.m

=0.900mx0.600mx24.92 13.46 Kq/sq.m

Weight of MS Angle of size 25x25x3mm

=3.60m x 1.10kg/m 4.0

13.46 kg Cost of M.S sheets 48.00 kg. 646.08

4.00 kg Cost of Angleof size 25x25x3mm 48.00 kg. 192

Add for cutting, bending and welding LS 40.92

Sundries LS 0.00

TOTAL 879.00

REINFORCED CEMENT CONCRETE 1:1.2:2.4 M30 design Mix


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DATA

Sub-Data- (2)

Cost of M.S angles and Anglesand Silver oak

country wood joists 1cmx6.5cmat about 90 cm

centre to centre etc;

10.00 sq.m

19 Nos. Cost of M.S angles and Sheet[A] 879.00 Each 16701.00Total [B] 16701.00

0.12 cumSilver oak country wood joists 1cmx6.5cmat

about 90 cm centre to centre etc11880.00 Cu.m 1425.60

98.50 rm

Casurina props 10cmx13cm at 7.5cm centre to

centre (0.90m) 19.20 1rm1891.20

Total 3316.80

Total [C]

cost of steel sheets and angles

B/40 =Rs.1,891.20/40 417.53

Cost of Silver oak joists casurina props

D = C/5 = Rs.3,316.80/5 Rs.663.36

MAIN DATA

cost of M.S sheels and angles cost worked out

above for 1 use [D]417.53 Rs.417.53

cost of sliver oak joists size (10x5cm) at 90 cm

centre - 1 use663.36 Rs.663.36

Total Rs.1080.89

Add for Silver oak planks LS Rs.14.90

3.8 Nos. Carpenter 1st class Rs.284.00 Each Rs.1079.20

5.4 Nos. Mazdoor 1st class Rs.183.00 Each Rs.988.20

1.0 Nos. Fitter 2nd class Rs.240.00 Each Rs.240.00

Add for periodical clearance and painting of M.S

sheet and angles for wedges, nails etc.,

LS Rs.46.95

Sundreis LS

Total Rs.3450.14

Therefore rate Per 1 sq.m[a] Rs.345.01

1.00 sq.m Centering rate for slabs and beams Rs.345.01 sq.m Rs.345.01

Total 345.01

Rate / sq.m Rs. 345

(adopting 40 uses for steel sheets and angles and 5 uses for silver oakjoists and casurina props)

a) Vertical Surface


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DATA


50% Extra Rs.172.51 sq.m Rs.172.51

L.S Sundries L.S 0.48

Total 518.00

Rate / sq.m Rs. 518.00


20% Extra Rs.69.00 sq.m Rs.69.00

L.S Sundries L.S

Total 414

Rate / sq.m Rs. 414.00

1. Earthwork excavation in all classes of soil except

hard rock requiring blasting and depositing on bankwith all leads and lifts as per SS20B, including cost of

all labour, equipments and all incidental charges such

as baling our water, providing and maint

1.00 Cu.m as per S.I No. 62 36.40 Cu.m 36.40

Maintaining protective bunds and cofferdams etc.,. L.S. Rs. 6.00

Baling out water L.S. Rs. 6.00

Sundries L.S 0.60

TOTAL Rs. 49.00

Rate per cum Rs. 49.00

b) Dirt Wall Cum Bed Block

c) Superstructure - Deck Slab


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DATA


hard rock requiring blasting and depositing on bank

with all leads and lifts as per SS20B, including cost of



1.00 Cu.m as per S.I No. 62 36.40 Cu.m 36.40

1.00 Cu.m Add for narrow excavation 36.40 Cu.m 36.40Maintaining protective bunds and cofferdams etc.,. L.S. Rs. 6.00


Shoring, strutting, walling, if necessary. L.S. Rs. 6.00

Tools and Plants L.S. Rs. 6.00

Removal of Protective bunds and other obstruction

and clearing the site L.S. Rs. 2.90

Sundries L.S 0.30

TOTAL Rs. 100.00



hard rock requiring blasting and depositing on bank




1 as per S.I No. 62 Rs. 36.40 Cu.m Rs. 36.40

1 Cu.m Add 100% extra for narrow foundation. Rs. 36.40 Cu.m Rs. 36.40

Refilling the sides L.S. Rs. 10.00


Shoring, strutting, walling, if necessary. L.S. Rs. 15.00


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DATA

Tools and Plants L.S. Rs. 15.00

Sundries L.S. 0.20

TOTAL Rs. 128.00

4. Filling in side the foundation with clean good

course sand including cost and conveyance of sand to

worksite, laying, handling charges and filling in

layers, tamping under optimum moisture content to get

the maximum density including watering, with all le

1 Cu.m Cost of sand for filling 337.30 Cu.m Rs. 337.30

1 Cu.m Labour charges for spreading in layers and

compaction

11.30 " Rs. 11.30

Sundries L.S.

Rs. 348.60

Rate per cum

5. Vibrated Cement Concrete of grade M15

Nomional Mix using 40mm ISS size HBG metal

including cost and conveyance of all materials to site

including cost of cement at site including cost of

formwork, soft water, labour charges for mixing,

transporting, l

Cu.m Rate for Vib. PCC M15 Nominal Mix Rs. 3373.70

0.928 sq.m Formwork and Centering 345.00 sq.m Rs. 320.16

Soft water L.S. Rs. 6.00

Curing Concrete L.S. Rs. 6.00

Working at depths L.S. Rs. 6.00


Hire charges for T&P L.S. Rs. 6.00

Maintaining protective bunds and cofferdams etc.,. L.S. Rs. 2.90

Sundries L.S. 0.24

TOTAL Rs. 3727.00

Rs. 3373.70

Rs. 348.60


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DATA

6. Vibrated Cement Concrete of Grade M-

15,nominal Mix, using 40mm ISS HBG metal


including cement at site including cost of formwork,

soft water, labour charges for mixing, transporting,

laying and curing

1 Cum Rate for Vib. CC M15 nominal mix 3373.70 Cum Rs. 3373.70

Soft water " Rs. 6.00

Curing Concrete " Rs. 6.00

Hire charges for T&P " Rs. 6.00

Sundries L.S. 0.30

TOTAL Rs. 3392.00

Rate per cum

7. Vibrated Cement Concrete of grade M15 Nominal

Mix using 40mm ISS size HBG metal including cost

and conveyance of all materials to site including cost

of cement at site including cost of formwork, soft

water, labour charges for mixing, transporting, lay

1 Cum Rate for Vib. PCC M15 Nominal Mix 3373.70 Cum. Rs. 3373.70




Working on heights " Rs. 6.00Hire charges for T&P " Rs. 6.00

Sundries L.S. 0.09

TOTAL Rs. 4163.00

Rate per cum

Rs. 3392.00

Rs. 4163.00


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DATA



and conveyance of all materials to site including cost

of cement at site including cost of formwork, soft

water, labour charges for mixing, transporting, lay

1 Cum Rate for Vib. CC M15 nominal mix (1:2:4) 3373.70 Cum. Rs. 3373.70




Working on heights " Rs. 6.00


Sundries L.S. 0.46

TOTAL Rs. 4758.50

Rate per cum

9. Vibrated Reinforced Cement Concrete M-25

Grade, Design Mix, using ISS size hard granite

broken graded metal including cost and conveyance

of all materials to site and cement at site but

excluding cost and fabrication of steel, including

labour charges fo

1 Cum Cost of RCC M25 4621.30 Cum. Rs. 4621.30




Working on heights " Rs. 6.00Hire charges for T&P " Rs. 6.00

Sundries L.S. 0.15

TOTAL Rs. 6258.50


Rs. 4758.50


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DATA

10. Providing and fixing seepage pipes of 100mm PVC

pipes of required lengths for abutments and wings

including cost and conveyance of all materials to

worksite, cost and labour for 900 mm dia. semi-

spherical backfill arrangements with 100mm size

broken grani

1 No.Cost of Seepage pipes including labour charges for

fixinglocal rate Rs. 120.00

TOTAL Rs. 120.00

11. Providing and fixing KRAFT PAPERfor full width

of seating of deck slab and including cost and

conveyance to worksite, labour for fixing the same in

correct position and all other incidental charges etc.,

complete. -1 Sqm

1 sq.m Cost of Kraft paper including labour charges for fixing

local rate Rs. 50.00

TOTAL Rs. 50.00



broken graded metal including cost and conveyance

of all materials to site and cement at site but excluding

cost and fabrication of steel, including labour charges

for

1 Cum Cost of RCC M25 4621.30 Cum. Rs. 4621.30




Working on heights " Rs. 6.00

Hire charges for T & P " Rs. 6.00

Sundries L.S. 0.02

TOTAL Rs. 5561.50



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DATA

13. Providing filter media behind the abutments and

wings with clean III graded material 53mm to 5.6mm

to 600mm thick and well compacted in layers with

smaller sized towards the soil and bigger size towards

the wall including cost and conveyance to work sit

1 Cum Cost of ISS size metal 53mm to 5.75mm 668.27 Cum. Rs. 668.27

(514.00+689.00+689.00+703.00+665.00+665.00+965.00+894.00+608.00+451.00+451.00)/11

Conveyance charges 355.00 Cum. Rs. 355.00

LS Labour for filling in layers and compacting L.S. Rs. 10.00

Sundries L.S. 0.73

Rs. 1034.00


14. Filling behind Abutments and wings with clean

gritty gravel including cost and conveyance of gravel

to worksite, laying, handling charges and filling in

layers, tamping under optimum moisture content to get

the maximum density including watering, with all

1.16 Cu.m Cost of Gravel 287.85 Cu.m Rs. 333.91

1 Cu.mLabour charges for spreading in layers and

compaction10.00 " Rs. 10.00

Sundries L.S. 0.09

Rs. 344.00

15. Providing and fixing PVC EXPANSION JOINT in

between deck slab over abutments and piers as

shown in the drawing including cost and conveyance

of expansion joints including Shalimar pad and joint

sealant etc, complete.1 set

Rate per set L.S Rs. 3000.00

16. Supply and Fabrication of S-415 steel required forall RCC items of works involved in the schedule cost

of steel at site fabrication, labour charges for cleaning

the rods straightening, cutting, bending, tying grills,

including overlapping to the required


17/152


DATA

1 M.T Cost of Tor Steel 48000.00 M.T Rs. 48000.0

0.01 " Binding wire 48000.00 Rs. 480.00

35 Nos. Fitter I Class for Fabrication. 253.00 Rs. 8855.00

0.00

TOTAL Rs. 57335.0

Rate per Qtl


Grade, Nominal Mix, 1:2:4, using 40mm ISS size

hard granite broken metal including cost and

conveyance of all materials to site and cement at site

including cost of framework, lead for soft water,

labour charges fo

1 Cum Cost of CC 1:2:4 3373.70 Cum. Rs. 3373.70





Sundries L.S. 0.38

TOTAL Rs. 4025.50

18. Vibrated Reinforced Cement Concrete M- 30Grade, Design Mix, using ISS size graded HBG

metal including cost and conveyance of all materials

to site and cement at site but excluding cost and

fabrication of steel, including all labour charges for

mixing co

1 Cum Cost of RCC M 30 5182.90 Cum. Rs. 5182.90





Sundries L.S. 0.44

TOTAL Rs. 5477.00

Rs. 5733.50


18/152


DATA

Rate per cum

19. Vibrated cement Concrete M30 design mix using

ISS size HBG graded metal including cost and

conveyance of all materials to worksite and cement at

site including all labour charges for fixing concrete,

laying, vibrating, hire charges for tools and plants,

0.45 Cum Cost of 25mm IRC Metal 1023.15 Cum. Rs. 460.42



0.34 Cum Cost of Sand 337.30 Cum. Rs. 114.680.408 Cum Cost of Cement 5200.00 Cum. Rs. 2121.60

1.88 Nos. Mazdoor I Class 183.00 No. Rs. 344.04

1.16 Nos. Mazdoor II Class 165.00 No. Rs. 191.40

0.43 Nos. Carpenter I class 284.00 No. Rs. 122.12

0.36 Nos. Mason I class 291.00 No. Rs. 104.76

Cost of curing concrete L.S. Rs. 6.00


Cost of remolded expansion joint L.S. Rs. 6.00

Hire Charges for mixers L.S. Rs. 6.00

Depreciation charges for T & P L.S. Rs. 6.00

Extra for conveyance of water L.S. Rs. 6.00

Sundries L.S. 0.47

TOTAL Rs. 3765.00

20. Vibrated Reinforced Cement Concrete M- 30


broken graded metal including cost and

conveyance of all materials to site including cement at

site but excluding cost and fabrication of steel,

including labour cha

0.265 Cum Cost of RCC 1:1.5:3 5182.90 Cum. Rs. 1373.47


Rs. 5477.00


19/152


DATA




Sundries L.S. 0.22

TOTAL Rs. 2053.50

Rate per cum

21. Vibrated Cement Concrete M-15 Grade, Nominal

Mix, using 40mm ISS size hard granite broken metal


and cement at site including labour charges for

mixing, transporting, laying, and curing concrete,

work

1 Cum Rate for Vib. PCC M15 Nominal Mix 3373.70 Cum. Rs. 3373.70



Curing Concrete L.S. Rs. 6.00

Hire charges for T&P L.S. Rs. 6.00

Sundries L.S. 0.42

TOTAL Rs. 5384.50

Rate per cum

22. Providing and fixing of cast iron drainage spouts

100mm dia. as per MOST drawing SD/205 with

grating arrangements at top as shown in the drawing

using 12mm x 25mm flats for grating arrangements,

and 100mm dia. drainage spout projecting beyond the

bottom o

L.S. Local Rate L.S. Rs. 1200.00

TOTAL Rs. 1200.00

DATA FOR ROAD WORKS27. Excavation including removal and satisfactory

disposal of all materials necessary for the

construction of road way and side drains in

accordance with specifications and the lines , grades

and cross sections shown in the drawings or as

indicated by th

Hire cha ]

Rs. 5384.50

Rs. 2053.50


20/152


DATA

Hire charges for machinery:

Water sprinkler:

Hire charges excluding fuel charges/day =

Fuel charges per day

3.25 x 33.30 x 8 =

Total hire charges/day =

Daily outturn 1000cum

Hire charges per cum

1,977.80 / 1,000 Rs. 1.98

Power roller:


2.50 x 33.30 x 8 =



Daily outturn = 425cum

Hire charges per cum

1,386.00 / 425 Rs. 3.26

Total hire charges for machinery Rs. 5.24

Labour charges for 100 cum

2 Nos. Mazdoor class-I 207.00 /Each Rs. 414.00

Labour charges per cum.

414.00 / 100 Rs. 4.14

Total labour charges Rs. 4.14

Labour + Machinery = 5.24+4.14 Rs. 9.38

Proctor density of soil as per test results =

Field density of soil as per test results =

100% Compaction

= 100x[ (1.82-1.60)/1.60]

=

Therefore excess earth required per cum =

Cost of earth as per SI. No.50 Rs. 36.40 cum 41.41

Conveyance for 2 km Rs. 12.80 cum 12.80

Unloading charges Rs. 0.00 cum 0.00

Labour charges and Machinery charges Rs. 9.38

Sundries Rs. 0.00

Total 63.59

RATE PER Cum Rs. 63.59

1.1375cum

1.60gm/cc

Excess percentage of soil required for 100% compaction

1.1375cum

Rs. 666.00

Rs. 1386.00

= 1.98+3.26

1.82gm/cc

Rs. 720.00

13.75%

Rs. 1112.00

Rs. 865.80

Rs. 1977.80


21/152


22/152


DATA

Hire charges per 10sq.m

1,386.00 x 10 / 950 Rs. 14.59

Water sprinkler:



3.25 x 33.30 x 8 =


Daily outturn 1000sq.m


1,977.80 x 10 / 1,000 Rs. 1.98


Labour charges for mixing of 950sq.m


24 Nos. Mazdoor class-II 185.00 /Each Rs. 4440.00

Total Labour charges for 950sq.m mixing. Rs. 5682.00

Labour charges for 10sq.m Rs. 59.81

Labour charges for spreading of 100cum


Labour charges for 10sq.m Rs. 8.28

Total Labour charges for 10sq.m Rs. 68.09

Total labour charges Rs. 68.09

Labour + Machinery Rs. 84.66

192.00 M3 Cost of 53-22.4mm IRC Metal M

3 1053.57 202285.44

76.00 M3 Cost of 22.4-4.75mm IRC Metal M

3 957.86 72797.36

115.20 M3 Cost of 4.75mm & below IRC Metal M

3 755.00 121371.26

18.00 M3 Coat of water M

3 25.00 450.00

300.00 M3 Hire Charges for machinary M

3 18999.00 18999.00

300.0 M2 Labour Charges 10 M

3 1451.12 1451.12

417354.18

1391.18

30. Provding and Laying Water bound macadam

Grading - II consisting of clean crused aggregates

mechanically interlocked by rolling and bonding

together with Screening binding materials and finised

in acordance with the requirements of the

specifications and t

Rate per cum

Rs. 1977.80

828.00 /100

59.81 + 8.28

16.57+68.09

The following data are considered in the design of the GSB

GSB Grade I

Rate per 300cum

5,682.00 x 10 /950

Rs. 1112.00

= 14.59+1.98

Rs. 865.80


23/152


DATA

WBM 75mm thick


Power roller:


2.50 x 33.30 x 8 =



Daily outturn for 75mm thick = 450qs.m


1,386.00 x 10 / 450 Rs. 30.80

Water sprinkler:



3.50 x 33.30 x 8 =


Daily outturn for 75mm thick 450sq.m 450sq.m


2,044.40 x 10 / 450 Rs. 45.43


Labour charges for spreading 10 sqm. 75mm thick

1.08x3/16 Mazdoor class-I Rs. 207.00 /Each Rs. 41.92

1.08x1/4 Mazdoor class-II Rs. 185.00 /Each Rs. 49.95

1.08x1/3 Mazdoor class-III Rs. 185.00 /Each Rs. 66.60

a) Forming edge bunds -LS- Rs. 1.25

b) Maintaining berms for traffic

barricading, providing danger lights. -LS- Rs. 1.25

c) Watering and keeping the surface

moist for 15 days. -LS- Rs. 1.25

d) Rent for tools including baskets,

sherpining, pick excess. -LS- Rs. 1.25

e) Sundries such as rope, waterpots. -LS- Rs. 1.22

Total Labour Charges for 10sq.m Rs. 164.69

Rs. 240.92

0.050 cum Cost of 90mm IRC Metal Rs. 651.15 cum 32.56




Rs. 720.00

Rs. 666.00

Rs. 1386.00

Rs. 1112.00

Rs. 932.40

Rs. 2044.40

= 30.80+45.43

Hire charges machinery + Labour Charges for 1cum = 76.23+164.69


24/152


DATA

0.025 cum Cost of 22.4mm IRC Metal Rs. 1323.15 cum 33.08

0.240 cum Cost of Gravel Rs. 287.85 cum 69.08

10.00 sq.m Hire Charges and Labour Charges Rs. 240.92 cum 240.92

RATE PER Cu.m

31. Provding and Laying Water bound macadamGrading -III consisting of clean crused aggregates

mechanically interlocked by rolling and bonding

together with Screening binding materials and finised

in acordance with the requirements of the

specifications and t






0.240 cum Cost of Gravel Rs. 287.85 cum 69.08


RATE PER Cu.m

Bitumen Boiler 1500 lit. Capacity


Fuel charges per day Rs. 593.75

25.0 x 23.75 x 1

Total hire charges including fuel charges per day Rs. 769.75

Hire charges including fuel charges per hour 769.75/8 Rs. 96.22

Out turn for bitumen boiler per hour 125.00kg

Therefore Hire Charges for 10sq.m 96.22 x 10 / 125.00 Rs.7.70

Labour charges for 500sq.m

For applying the tack coat

4 Nos. Mazdoor class-I I 185.00 /Each Rs. 740.00

For preparing surface

10 Nos. Mazdoor class-I 127.00 /Each Rs. 1270.0016 Nos. Mazdoor class-II 185.00 /Each Rs. 2960.00

Total Labour charges for 500sq.m Rs. 4970.00

Labout charges for 10sq.m Rs. 99.40

RATE PER 10.0sq.m Rs. 99.40

32. Proivding and laying of tack coat using Bitumen

Emulsion at the rate of 4.00kgper ten Square Metre

over the WBM surface preparatory to another

construction over it.

Rs. 1453.27

Rs. 1680.19

Rs. 176.00

4,970.00 x 10 /500


25/152


DATA

Rate for tack coat per 10sq.m

4.00 kg Cost of Bitumen Emulsion Rs. 30253 M.T 121.01

10.00 sq.m Labour Charges Rs. 99.40 10sq.m 99.40

L.S Hire Charges for Bitumen Sprayer Rs. 12.00 sq.m 12.00

Sundries L.S 0.00

Total Rate for for 10sq.m Rs. 232.41

Rate for 1 sq.m Rs. 23.24

RATE PER sq.m Rs. 23.24

33. Provding and laying Compacting open grade

Premix carpet 20 mm thick with a liquid seal

coat which shall consist of open graded carpet of 20

mm thickness in a single course composed of suitable

small size aggregates premixed with 60/70 Grade of

Bitu


Mini Hot Mix Plant: out turn 180sq.m

=

Fuel Charges per Hour

For running the plant / hour

15.00 x 33.30 x 1 Rs. 499.50

For heating the aggregate

45.00 x 23.75 x 1 Rs. 1068.75

Total hire charges excluding fuel charges per hour Rs. 1750.25

Hourly out turn for premix carpet 180sq.m

Hire charges excluding fuel charges per hour per 10sq.m

1,750.25x 10 /180 Rs. 97.24

Power roller:


2.50 x 33.30 x 8

Fuel charges per day =


Daily outturn for power roller for premix carpet = 500sq.m


1,386.00 x 10 / 500 Rs. 27.72

Daily outturn for power roller for seal coat = 1000sq.m


1,386.00 x 10 / 1,000 Rs. 13.86

232.41 /10

Hire charges excluding fuel charges/day Rs.1456/8 Rs. 182.00

Rs. 720.00

Rs. 666.00

Rs. 1386.00


26/152


DATA

Bitumen Boiler

Hire charges excluding fuel charges/day - 750lit Capacity =

Fuel charges per day Rs. 593.75

25.0 x 23.75 x 1

Total hire charges including fuel charges per day Rs. 769.75

Hire charges including fuel charges per hour 769.75/8 Rs. 96.22

Out turn for bitumen boiler per hour 125.00kg

Rate per kg 96.220/125 0.77

Bitumen to be utilized for premix / 10sq.m 14.60kg

Out turn for bitumen boiler per hour 125.00 x 10 / 14.60 86sq.m

Hire charges of bitumen boiler for PC / 10sq.m

(769.75 x 10) / (8 x 86.00) 11.19

Bitumen to be utilized for seal coat / 10sq.m 9.80kg

Out turn for bitumen boiler per hour 125.00 x 10 / 9.80 128sq.m

Hire charges of bitumen boiler for PC / 10sq.m

(769.75 x 10) / (8 x 128.00) 7.52

Total Hire Charges for Machinary for PC

97.24 + 27.72 + 11.19 Rs. 136.15

Total Hire Charges for Machinary for SC

13.86 + 7.52 Rs. 21.38

Total Rs. 157.53

Labour charges for premix carpet

0.75 Nos. Mazdoor class-I 127.00 /Each Rs. 95.25

Total Rs. 95.25

Labour charges for seal coat

0.25 Nos. Mazdoor class-I 127.00 /Each Rs. 31.75

Total Rs. 31.75

Total Labour charges 95.25+31.75 Rs. 127.00




14.600 kg Cost of Bitumen for PC 419.32

9.800 kg Cost of Bitumen for SC 281.46


Sundries L.S 0.25

Total 1219.91

Rs. 176.00

Rs.28720.39/MT

Rs.28720.39/MT


27/152


DATA

Rate for 1 sq.m Rs. 121.99

34. Supply of NP 3 class RCC 900 mm dia. pipes

supplied by the Contractor at his own cost specified

below confirming to IS 458 / 1989 cost of pipe as a

finished work including all other incidental charges,

testing charges including loading and unloading tr

PIPES Rate per rm Rs. 2660.00

35. Hoisting and Fixing of 900 mm dia. NP 3 pipes to

proper gradient including all Labour charges and all

other incidental charges etc., Complete for culvert.

Rate per RM Rs. 66.00


28/152


29/152


30/152


31/152


32/152


33/152


34/152


35/152


36/152


37/152


38/152


39/152


40/152


41/152


42/152


43/152


44/152


45/152

#REF!

69.08

240.92

#REF!

664.76

69.08

240.92

Rs. 1219.37


46/152


47/152


48/152


49/152

60/70 Grade

Bitumen

80/100 Grade

Bitumen

Emulision

Bitumen

Ex. Chennai Ex. Chennai. Erunkattukottai

1. Basic Price 22640.00 21840.00 24120.00

2. Excise Duty @ 14% 3169.60 3057.60 3376.80

3. Education Cess @ 3% 95.09 91.73 101.30

4. Billable Price 25904.69 24989.33 27598.10

5. Sales Tax @ 4% (Watt) 1036.19 999.57 3449.76

7. Total invoice value 26940.88 25988.90 31047.86

8. Storage Charges 1132.00 1092.00 0.00

Total= 28072.88 27080.90 31047.86

-1500.00

29547.86

Rate as on 16-05-2009

Empty Drums

Sl.No. Description


50/152

=

=

=

=

=

=20 mm

RCC Solid Deck

@ c 700 600 @ e

BOD

BOB

25 [or]

[or] 140 140

[or] 150 150

[or]

[or][or]

[or] 150 150

[or]

[or]

[or] 150 150

[or]

[or]

[or] 150 150

[or][or]

BOF

[or]

0.15m RL 31.725

2000 2.00m

2.30m

CROSS SECTION OF THE PIER WITH FOOTING DETAILS

0.15m

0.15m

800

2300

0.15m

RL 28.525

800

1.70m

10.20m

Length of pier footing III 10.50m

SILL LEVEL

Length of pier footing II

10.80m

870

PCC Pier

in square

8.50m

0.14m

8.500m

68.4

80m

2.5

80m

Pier Batter

Width of seating

Straight length of Pier at sill

0.87m

Footing off-set 150mm

140mm

RL 34.305

Length of pier footing I

ROAD LEVEL

RL 99.430

250

RL 100.205

9.90m

Length of pier footing III

0

0.80m

0.80m

800

800

0.80m

820

0.82m

1100 1.10m

1.40m

1700

1400


51/152

Retaining Wall details Name of work:-

Height h1 = Reonstruction of bridge at km 18820m of Right Ma

Height h2 = Deck slab

Width B = Bed block over abut

Width b = Bed block over pier

Depth of foundation = Approach slabFooting depth = Crash barrier / hand rails per rm

1.200m

3.000m

20.000m

1.200m

1.150t

2.800m

1.850m

Steel Local

Gravel Pulikutti Gravel Quarry

Cement Local

Lead Metal Sarangamparai Metal Quarry

Sand Sand Quarry PWD depot across Vaigai River at Tharakkudi

0.66t0.740t0.300m

3.040t1.890t

0.27t

0.21t


52/152


53/152


54/152

= =

= I =

= II =

= III =

= IV =

=

Abutment I Abutment Wing

II

IIIIV Wing Bottom =

20 mm IV =

APPROACH SLAB [or] III =

300 - 400 II =

RCC Solid Deck I1 =

E 600 C 700 No. of Spans = 3

8 6 BOD Wing length at sill =

Wing length Foot I =

5 BOB Wing length Foot II =

Wing length Foot III =Rear side Wing length Foot IV =

7 Levelling course =

HFL length of bridge =

Overall length =

=

=

4 3 1 =

[or] [or] =

[or] 150 300 230 400

[or] [or] [or]

[or]

[or]

400

[or] [or]

400

[or] [or]

[or]

150 150 400

[or]

[or]

BOF

[or]

75

2.23

2.63

3.03

1.675

RL 30.125

0.00

25.2

RL 99.430

3.5

5.90

3.50

4.9

5.3RL 34.305

2.45m

0.95m

150

RL 98.680

Width of dirt wall

0.2

0.30

Depth of bed block

4.5

0.30m

32.5

3.80m

3.2

00m

Angle of Skew 0.0deg.

Footing Length

10.56m

11.36m Rear Side

12.16m

0.80m800

0.15m

Footing front batter

Footing rear batter

W.C Thk. at edge

RL 29.325

0.42m

Rear Side

2.10m

7.500m

8.420m 950

Slab Thk. at center

230

Slab Thk. at edge 600

7005.60m

400Footing front off-set

Footing rear off-set 150

Wing Length

WC Thk. at center

Footing rear off-set

3.20m

2.25m

5.90m

3.50m

7.600m 5.35m

0.500m

300

5.00m4.70m

250

4.55m

4.95m

Span C/C of expansion

RL 100.205

ROAD LEVEL

7.66m 7.50m

220

5.30m

Road level

Sill level RL97.080

Deck seating 8.500m

RL100.205

Top width of wing

3500

RL 94.495

RL 28.525

0.80m

0.80m

200

3.50m

9.76m

3250

2

SILL LEVEL

RL 31.725420

BASE COURSE

68.4

80m

2.5

80m

0.15m 950

CROSS SECTION OF THE ABUTMENT WITH FOOTING DETAILS

3800

800

1900

2450

800

3.25m

2.85m

2850

1.90m

0.80m

Abutment

0.5

0.30

Depth of dirt wall

8000.40m0.23m


55/152


56/152

24.5

34.305


57/152


58/152

N.W

Name of

Quarry

Kind of metal Lead in

KM

Cost of

material

Conveyance

Charges

Stacking /

Storage

charges

Total

Cement 0.00 5200.00 0 5200.00

Steel upto 16mm

dia0.00 48000.00 0 48000.00

Steel above upto

16 mm dia0.00 48000.00 0 48000.00

Sand for Mortar 38 110.00 227.30 - 337.30

Sand for filling 38 110.00 227.30 - 337.30

40 mm ISS 62 675.00 337.00 - 1012.00

25 mm ISS 62 580.00 337.00 - 917.00

20 mm ISS 62 940.00 337.00 - 1277.00

12 mm ISS 62 871.00 337.00 - 1208.006 mm ISS 62 435.00 337.00 - 772.00

Rough Stone [M] 66 302.00 355.00 - 657.00

Rough Stone [R] 66 262.00 355.00 - 617.00

Bond Stone 66 414.00 355.00 - 769.00

90mm IRC 66 293.00 355.00 3.15 651.15

75mm IRC 66 328.00 355.00 3.15 686.15

63mm IRC 66 423.00 355.00 3.15 781.15

53mm IRC 66 514.00 355.00 3.15 872.15

46.50mm IRC 66 689.00 355.00 3.15 1047.1545mm IRC 66 689.00 355.00 3.15 1047.15

37.50mm IRC 66 703.00 355.00 3.15 1061.15

26.50mm IRC 66 665.00 355.00 3.15 1023.15

25mm IRC 66 665.00 355.00 3.15 1023.15

22.4mm IRC 66 965.00 355.00 3.15 1323.15

13.2 mm IRC 66 894.00 355.00 3.15 1252.15

11.2 mm IRC 66 608.00 355.00 3.15 966.15

6.70 mm IRC 66 451.00 355.00 3.15 809.15

66 451.00 355.00 3.15 809.15

66 451.00 355.00 3.15 809.15

66 400.00 355.00 3.15 758.15

66 84.00 355.00 3.05 442.05

Pulikutti

Gravel QuarryGravel 28 111.00 173.80 3.05 287.85

Mallam

patti

SarangamparaiMetalQ

uarry

6.00 mm IRC

5.60 mm IRC


ROAD METAL RATE

Sand Quarry

PWD depot

across Vaigai

River at

Tharakkudi

4.75 mm IRC&Below

Stone Dust


59/152

324.00 27080.90 647.51 - 27728.41

324.00 28072.88 647.51 - 28720.39

417.00 29547.86 704.73 - 30252.59

= Rs. 183.00 1.00 Rs. 183.00

= Rs. 165.00 1.00 Rs. 165.00

= Rs. 291.00 1.00 Rs. 291.00= Rs. 261.00 1.00 Rs. 261.00

= Rs. 284.00 1.00 Rs. 284.00

= Rs. 261.00 1.00 Rs. 261.00

= Rs. 253.00 1.00 Rs. 253.00

= Rs. 235.00 1.00 Rs. 235.00

= Rs. 189.00 1.00 Rs. 189.00

= Rs. 213.00 1.00 Rs. 213.00

= Rs. 207.00 1.00 Rs. 207.00

= Rs. 185.00 1.00 Rs. 185.00

= 1.00 Rs. 23.75

= 1.00 Rs. 33.30= 1.00 Rs. 23.75

= 1.00 Rs. 22.80

= 1.00 Rs. 30.65

= S.I No. 62 Rs. 36.40 1.00 Rs. 36.40

= S.I No. 67 Rs. 54.20 1.00 Rs. 54.20

= S.I No. 39 Rs. 95.50 1.00 Rs. 95.50

= S.I No. 39 Rs. 258.00 1.00 Rs. 258.00

= S.I No. 41 Rs. 250.00 1.00 Rs. 250.00

= S.I No. 14 Rs. 83.85 1.00 Rs. 83.85

= S.I No. 18 Rs. 348.60 1.00 Rs. 348.60

= S.I No. 32 Rs. 39.00 1.00 Rs. 39.00

= S.I No. 35 Rs. 144.00 1.00 Rs. 144.00= S.I No. 36 Rs. 2187.00 1.00 Rs. 2187.00

= S.I No. 47 Rs. 13530.00 1.00 Rs. 13530.0

= S.I No. 113 Rs. 48.00 1.00 Rs. 48.00

= S.I No. 49 Rs. 48.00 1.00 Rs. 48.00

= S.I No. 50 Rs. 11880.00 1.00 Rs. 11880.0

= S.I No. 51 Rs. 19.20 1.00 Rs. 19.20

= S.I No. 52 Rs. 48000 1.00 Rs. 48000

= S.I No. 53 Rs. 42.00 1.00 Rs. 42.00

Binding wires

M.S Flats for all sizes

Silver Oak Scantling

Caurina Poles

Dismantling Cut Stone Slab

Cost of diesel

Earth work excauvation in ordinary soil

Blasting Hard rock in foundation

Benching Hard rock in foundation

Dismantling Stone / Brick masonry

Cost of furnace oil

Earth work excauvation in soft dis rock

Earth work excauvation in Medi rock

Vib. Charges for RCC

Cost of kerosine

Vib Charges for PCC

Stone Packer [Wodder]

Fitter II Class

RATES OF LABOUR FOR ROAD WORKS

Road Mazdoor - II

Head Mazdoor

Road Mazdoor - I

Emulsion Bitumen

Pulikutti Gravel Quarry

Bitumen 60/70

Sand Quarry PWD depot across Vaigai River at Tharakkudi

Binding wires

Blasting Hard rock in foundation

Dismantling Revetments

Dismantling Plain Cement ConcreteBlasting Reinforced Cement Concrete

Silver Oak Planks

Mason I ClassMason II Class

Fitter I Class

Mazdoor I Class

Mazdoor II Class

Carpenter I Class

Carpenter II Class

RATES OF LABOUR FOR BRIDGE WORKS

SOURCE OF SUPPLY

Bitumen 80/100

SAND

GRAVEL;

METAL: Sarangamparai Metal Quarry


60/152


61/152

/cum

/cum

/cum

/cum

/sq.m

/cum

/cum

/cum

/cum/cum

/cum

/kg

/kg

/cum

/cum

/M.T

/cum


62/152


63/152


64/152


65/152


66/152


67/152


68/152


69/152

ABSTRACT ESTIMATE

Quantity Units Item Description Rate Units Amount

b/f Rs. 214379.00

1. Earthwork excavation in all classes of soil excepthard rock requiring blasting and depositing on bank


all labour, equipments and all incidental charges such as

baling our water, providing and maintaining necessary

cofferdams, sheeting, shoring bracing and their

subsequent removal, removal of all logs, stumps, grubs

and other deleterious matter and obstructions, trimming

bottom of excavation backfilling, and clearing the site

and disposal of all surplus materials etc., complete as per

relevant standard specification for DRESSING THE

BED UP TO SILL LEVEL.

397.00 cum 49.00 cum Rs. 19453.00


kankar, soft rock and hard rock requiring blasting

and depositing on bank with all leads and lifts as per

SS20B, including cost of all labour, equipments and all

incidental charges such as baling our water, providing

and maintaining necessary cofferdams, sheeting, shoring

bracing and their subsequent removal, removal of all

logs, stumps, grubs and other deleterious matter and

obstructions, trimming bottom of excavation backfilling,

and clearing the site and disposal of all surplus materials

etc., complete as per relevant standard specification for

FOUNDATION OF ABUTMENTS, PIERS AND

WINGS.

486.00 cum 100.00 cum Rs. 48600.00

3. Earthwork excavation in all classes of soil except hard

rock requiring blasting and depositing on bank with all

leads and lifts as per SS20B, including cost of all labour,

equipments and all incidental charges such as baling our

water, providing and maintaining necessary cofferdams,sheeting, shoring bracing and their subsequent removal,

removal of all logs, stumps, grubs and other deleterious

matter and obstructions, trimming bottom of excavation

backfilling, and clearing the site and disposal of all

surplus materials etc., complete as per relevant standard

specification for FOUNDATION OF RETAINING

WALLS.

172.00 cum 128.00 cum Rs. 22016.00

Name of work



70/152

4. Filling in side the foundation with clean good course

sand including cost and conveyance of sand to worksite,

laying, handling charges and filling in layers, tamping

under optimum moisture content to get the maximum

density including watering, with all leads for water and

all other incidental charges etc, complete for filling

inside the foundation.

52.00 cum 348.60 cum Rs. 18127.00



and conveyance of all materials to site including cost of

cement at site including cost of formwork, soft water,

labour charges for mixing, transporting, laying and

curing concrete , working at depths , tools and plants and

maintaining of protective bunds, cofferdams, shoring,

strutting etc., complete as per relevant standard

specifications, for FOOTINGS OF ABUTMENT

AND WINGS BELOW SILL LEVEL.

420.00 cum 3727.00 cum Rs. 1565340

6. Vibrated Cement Concrete of Grade M-15, Nominal

Mix, 1:2:4, using 40mm ISS HBG metal including

cost and conveyance of all materials to site including



curing concrete, working at depths, Tools and Plants and

incidental charges such as maintaining of protective

bunds, cofferdams, shoring, strutting etc; complete as

per relevant standard specification, etc, complete as per

relevant standard specification for FOOTINGS OF

RETAINING WALLS.

43.00 cum 3392.00 cum Rs. 145856


Mix using ISS size HBG metal including cost and

conveyance of all materials to site including cost of




including all other incidental charges etc; complete as

per relevant standard specifications, for

SUBSTRUCTURE OF ABUTMENTS, WINGS,AND PIERS ABOVE SILL LEVEL.

136.00 cum 4163.00 cum Rs. 566168.00


71/152



and conveyance of all materials to site including cost of




including all other incidental charges etc; complete as

per relevant standard specifications, for STEM OF

RETAINING WALLS-

238.00 cum 4758.50 cum Rs. 1132523.00

9. Vibrated Reinforced Cement Concrete of grade M25

design mix using ISS size HBG graded metal


including cost of cement at site including cost of


transporting, laying and curing concrete , working at

depths , tools and plants including all other incidental

charges etc; complete as per relevant standard

specifications, for DIRT WALL CUM BED BLOCK

OVER ABUTMENTS AND BED BLOCK OVER

PIERS, -

9.00 cum 6,258.50 cum Rs. 56327.00

10. Providing and fixing seepage pipes of 100mm dia.

PVC pipes of required lengths for abutments and wings

including cost and conveyance of all materials to work

site, cost and labour for 900mm dia. semi-spherical back

fill arrangements with 100mm size broken granite chips

at the periphery and labour charges for fixing, etc., to

drain of the backfill IN THE ABUTMENTS AND

WINGS, -

178 Nos 120.00 No. Rs. 21360.00

11. Providing and fixing KRAFT PAPERfor full width of

seating of deck slab and including cost and conveyance

to work site, labour charges for fixing the same in the

correct position and all other incidental charges et.,

complete.

23.00 sq.m 50.00 sq.m Rs. 1150.00

12. Vibrated Reinforced Cement Concrete of grade M25

mesign mix using ISS size HBG graded metal

including cost and conveyance of all materials to siteincluding cost ofcement at site including cost of


transporting, laying and curing concrete , working at

depths , tools and plants including all other incidental

charges etc; complete as per relevant standard

specifications, for DECK SLAB.

138.00 cum 5561.50 cum Rs. 767487.00


72/152

13. Providing filter media behind the abutments and

wings with clean III graded material 53mm to 5.6mm to

600mm thick and well compacted in layers with smaller

sized towards the soil and bigger size towards the wall

including cost and conveyance to work site including all

labours and other incidental charges including hire

charges for tools and plants employed etc., for filter

media as per MOST's (Roads Wing) specifications for

Roads and Bridges " Fourth Revision Cl. 309-3-2-13

and 305 -4-4 etc., complete.

42.00 cum 1034.00 cum Rs. 43428.00

14. Filling behind Abutmants and wings with clean gritty

gravel including cost and conveyance of gravel to

worksite,laying,handling charges and filling in

layers,tamping under optimum moisture content to get

the maximum density including watering,with all leads

for water and all other incidental charges etc,complete

for filling behind the abutment and wings.

72.00 cum 344.00 cum Rs. 24768.00

15. Providing and fixing PVC EXPANSION JOINT in

between deck slabs over abutment and pier as shown in

the drawing including cost and conveyence of expansion

joints including shalimar pad and joint sealent etc,

complete.

4.00 Set 3000.00 Set Rs. 12000.00

16. Supply and fabrication of S-415 steel required for all

RCC items of works involved in the schedule cost of

steel at site fabrication,labour charges for cleaning the

rods straightening, cutting, bending, tying grills,including overlapping to the required length whenever

necessary and placing the reinforcement in position as

specified in the drawings,including cost of binding wire,

provision of spacer bars, cover blocks and all other

incidental charges etc,complete, S-415 grade-1 MT

147.30 Qtl 5733.50 MT Rs. 844545.00

17. Vibrated Cement Concrete M15 grade Nominal Mix

1:2:4 using 40mm ISS hard granite broken metal


and cement at site including cost of formwork,lead forsoft water, labour charges for mixing , transporting,

laying, and curing concrete working in heights and hire

charges for tools and plants, and all other incidental

charges etc complete as per relevant specification for

BASE COURSE BELOW APPROACH SLAB.

8.00 cum 4025.50 cum Rs. 32204.00


73/152

18. Vibrated reinforced cement concrete M30 design mix

using ISS graded hard granite broken metal including

cost and conveyance of all materials to site including

cement at site including labour charges for mixing,

laying, curing concrete, working at heights,hire charges

for tools and plants, including all other incidental chages

etc., complete for Approach Slab

18.40 cum 5477.00 cum Rs. 100777.00

19. Vibrated cement Concrete M30 design mix using ISS

size HBG graded metal including cost and conveyance

of all materials to worksite and cement at site including

all labour charges for fixing concrete, laying, vibrating,

hire charges for tools and plants, compacting, curing

with all leads for soft water, including all other

incidental charges,formwork,cost of premoulded

expansion joints and fixing the same in position etc.,

complete for wearing cost of 75mm uniform thickness

over deck slab and approach slab.

242.00 sq.m 376.50 sq.m Rs. 91113.00

20. Vibrated Reinforced Cement Concrete M-40, Grade,

Design Mix, using ISS size hard granite broken

graded metal including cost and conveyance of all

materials to site including cement at site but excluding

cost and fabrication of steel, including labour charges

for mixing, transporting, laying, and curing concrete,

working at heights, hire charges for tools and plants,

including all other incidental charges etc.,, complete for

RCC CRASH BARRIERS OVER DECK SLAB. -

1RM(For Estimate Purpose, mix 1:1.5:3)

51.00 rm 2053.50 rm Rs. 104729.00

21. Vibrated Cement Concrete M15 grade Nominal Mix

using 40mm ISS size hard granite broken metal


and cement at sitel including labour charges for

mixing,transporting, laying, and curing concrete,working

at heights,hire charges for tools and plants, including all

other incidental charges,etc.,complete as per standard

specificationfor CC PARAPET OVER WINGS.

7.00 cum 5384.50 cum Rs. 37692.00


74/152

22. Providing and fixing of cast iron drainage spouts

100mm dia as per MOST drawing SD/205 with

grating arrangements at top as shown in the drawing

using 12mm x 25mm flats for grating arrangements, and

100mm dia drainage spout projecting beyond the bottom

of deck slab as shown in the drawing including cost and

conveyance of cast iron pipes and flats and fixing them

in position etc,complete.

6.00 Nos 1200.00 Each Rs. 7200.00

Total Rs.5877242




75/152


76/152

Rs. 322575.00

Rs.1887915.00

Rs.2033771.00

Rs.2599939.00


77/152

Rs.3732462.00

Rs.3788789.00

Rs.3810149.00

Rs.3811299.00

Rs.4578786.00


78/152

Rs.4622214.00

Rs.4646982.00

Rs.4658982

Rs.5503527

Rs.5535731


79/152

Rs.5636508

Rs.5727621

Rs.5832350

Rs.5870042


80/152

6091621.00

Rs.5877242


81/152

1.

1x1

1 x x x av.

[or]

2.

1x2

2 x x x

2x2

4 x x x

1x2

2 x x x

Deduct for dismantling concrete 117

DETAILED ESTIMATE

NAME OF WORK:-


Earthwork excavation in all classes of soil except hard rock requiring blasting and

depositing on bank with all leads and lifts as per SS20B, including cost of all labour,

equipments and all incidental charges such as baling our water, providing and

maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent

removal, removal of all logs, stumps, grubs and other deleterious matter and

obstructions, trimming bottom of excavation backfilling, and clearing the site and

disposal of all surplus materials etc., complete as per relevant standard specificationfor

DRESSING THE BED UP TO SILL LEVEL.

486cum

602.59cum

173.88cum

105.25cum

3.500

PROPOSAL:- SQUARE BRIDGE IN SQUARE ALIGNMEN PROPOSAL 2 SPANS OF 7.60m CLEAR EA

/8.42m C/C OF EXPANSION I / BRIDGE WIDTH / 7.50M, CARRIAGEWAY WITH 7.50m WITH R

CRASH BARRIER AT ENDS AS RAILINGS.

Total

396.173cum

Bridge portion

12.1632.58

3.500

323.46cum

1.00

396.173cum

397cum

2.30

3.580

Piers

Earthwork excavation in all classes of soil except kankar / soft rock not requiring

blasting and hard rock requiring blasting and depositing on bank with all leads and

lifts as per SS20B, including cost of all labour, equipments and all incidental charges

such as baling our water, providing and maintaining necessary cofferdams, sheeting,

shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and

other deleterious matter and obstructions, trimming bottom of excavation backfilling,and clearing the site and disposal of all surplus materials etc., complete as per relevant

standard specification for FOUNDATION OF ABUTMENTS, PIERS AND

WINGS.

Abutments

2.10

3.800 12.16

Wings

3.50010.80

Total


82/152

3.

1x3

3 x x x

[or]

4.

1x2

2 x x x

2x2

4 x x x

1x2

2 x x x

[or]

5.

1x2

2 x x x

1x2

2 x x x

1x2

2 x x x

1x2

2 x x x

3.25

12.16

Wings

Abutments

10.56

9.76

3.80

All sides 17.000 171.360cum

27.72cum

9.02cum0.300

Filling in side the foundation with clean good course sand including cost and

conveyance of sand to worksite, laying, handling charges and filling in layers, tamping

under optimum moisture content to get the maximum density including watering, with

all leads for water and all other incidental charges etc, complete for filling inside the

foundation.

2.10

10.80 0.300

0.800

73.933cum

52cum

14.90cum

11.36

12.16

2.30

51.64cum

2.45

59.072cum

38.259cum

3.800

48.154cum

Total

Earthwork excavation in all classes of soil except hard rock requiring blasting and

depositing on bank with all leads and lifts as per SS20B, including cost of all labour,

equipments and all incidental charges such as baling our water, providing and

maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent

removal, removal of all logs, stumps, grubs and other deleterious matter and

obstructions, trimming bottom of excavation backfilling, and clearing the site and

disposal of all surplus materials etc., complete as per relevant standard specification for

FOUNDATION OF RETAINING WALLS.

Abutments

Footing I I I

Total

Piers

Retaining walls

Abutments

Abutments

Footing I I

Footing I

Abutments

172cum

3.580

171.360cum

0.300

1.200

0.800

Vibrated Cement Concrete of grade M15 Nomonal Mix using 40mm ISS size

HBG metal including cost and conveyance of all materials to site including cost of

cement at site including cost of formwork, soft water, labour charges for mixing,

transporting, laying and curing concrete , working at depths , tools and plants and

maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per

relevant standard specifications, for FOOTINGS OF ABUTMENT, PIERS AND

WINGS BELOW SILL LEVEL-

0.800

0.800

2.85

Footing I V

2.800


83/152

2x2

4 x x x

2x2

4 x x x

2x2

4 x x x

2x2

4 x x x

1x2

2 x x x

1x2

2 x x x

1x2

2 x x x

1x2

2 x x x

[or]

6.

1x3

3 x x x

[or]

7.

1x2

2 x x x

1x2

0.800

3.030

0.800

0.800

3.580

2.10

9.90

2.000

1.700

1.400 22.176cum

2.630

0.800

10.20

17.674cum0.800

20.362cum

24.058cum

419.762cum

0.800

0.800

43cum

42.84cum

42.84cum

0.230/2

Vibrated Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG

metal including cost and conveyance of all materials to site including cost of cement atsite including cost of formwork, soft water, labour charges for mixing, transporting,

laying and curing concrete , working at depths , tools and plants and including all other

incidental charges etc; complete as per relevant standard specifications, for

SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL

LEVEL-

Abutments

4.55cum

420cum

Total

Total

7.66Front batter 2.5800.115

Footing I I I

Retaining walls

All sides

Piers

Footing I V

Piers

Piers

Footing I I

2.80

10.50

Wings

10.80

Footing I

Footing I I

Footing I

Vibrated Cement Concrete of Grade M-15, Nomional Mix, using 40mm ISS HBG

metal including cost and conveyance of all materials to site including cement at site

including cost of formwork, soft water, labour charges for mixing, transporting, laying

and curing concrete, working at depths, Tools and Plants and incidental charges such asmaintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per

relevant standard specification, etc, complete as per relevant standard specification for

FOOTINGS OF RETAINING WALLS.

17.00 0.30

2.300

Footing I V 2.10

2.10

Wings

Wings

2.10

Footing I I I

Wings

Piers

0.800

2.230 14.986cum

27.744cum

39.744cum

33.600cum


84/152

2 x x x

1x2

2 x x x

1x2

2 x x x

2x2 [p/4( 0.65^2+0.42^2+0.42x0.65)

4 x x x

2x2

4 x x x

2x2

4 x x x

2x2

4x x x

1x2

2 x x x

2x2 [p/2( 0.55^2+0.41^2+0.41x0.55)

x x x

[or]

8.

1x3

3 x x x

1x3

3 x x x

[or]

9.

1x2

20.65cum

0.860

2.580

2.950

3.75cum

2.580

2.580 4.15cum

2.580 / 3

7.66bearing portion 0.420

2.356cum0.86

16.05cum

2.580

2.580

2.580 / 3

16.60cum

11.61cum0.300

237.92cum

17.000

3.50

2.580

42.11cum

13.38cum

Centre portion

0.475

0.950/2

back wall portion

238cum

17.000

Total

rear batter

3.000

Cut water portion 4

135.21cum

4.200

Vibrated Reinforced Cement Concrete of grade M25 design mix using ISS size

HBG graded metal including cost and conveyance of all materials to site including

cost of cement at site including cost of formwork, soft water, labour charges for

mixing, transporting, laying and curing concrete , working at depths , tools and plants

including all other incidental charges etc; complete as per relevant standard

specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND

BED BLOCK OVER PIERS, -

136cum

141.53cum

96.39cum

Vibrated Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG graded

metalincluding cost and conveyance of all materials to site including cost of cement at site

including cost of formwork, soft water, labour charges for mixing, transporting, laying and curingconcrete , working at depths , tools and plants and including all other incidental charges etc;

complete as per relevant standard specifications, for STEM OF RETAINING WALLS-

All sides

Over Abutments

0.475

0.685

1.85 / 2

(0.820+1.100)/2

0.450

Front batter

0.230/2

(3.20+2.25)/2

2.73

0.115

Cut water portion

Wings

3.500

6.550

(7.50+5.60)/2

7.50

0.950/2

-

0.50

-

8.50

Piers

Total

0.925

Retaining walls

1.09

Straight portion 0.960

Rear batter


85/152

2 x x x

1x2

Dirt walls 2 x x x

1x2

2 x x x

2x2

Cut water Portion 4 x x x

[or]

10.

1x2

2 x x x

2x2

4 x x x

1x3

3 x x x

[or]

11.

Over Abutment 1x2

2 x x x -

Over Piers 1x2

2 x x x -

Total

[or]

12.

1x3

3 x x x

Wings

2.48cum7.50

8.50

2

-

0.550

0.250

23sq.m

Providing and fixing KRAFT PAPER for full width of seating of deck slab and

including cost and conveyance to worksite, labour for fixing the same in correct

position and all other incidental charges etc., complete.

0.445

0.6008.500

32Nos.

102Nos.

22.4sq.m

128.52cum

0.870

-

0.250

-

-

1.89cum

44Nos.

9.00cum

0.30cum

p/2 x 0.4352

0.250

8.50

3.70cum

8.50

178Nos.

178Nos.

7.6sq.m

14.8sq.m

Vibrated Reinforced Cement Concrete of grade M25 Design Mix using ISS size

HBG graded metal including cost and conveyance of all materials to site including

cost of cement at site including cost of formwork, soft water, labour charges for

mixing, transporting, laying and curing concrete , working at depths , tools and plants

including all other incidental charges etc; complete as per relevant standard

specifications, for DECK SLAB.

Over Piers

Bed block

Bed block

Abutment

2

0.445

17 2

For Deck Slab

Retaining walls

0.870

4

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths

for abutments and wngs including cost and conveyance of all materials to work site,

cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size

broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the

backfill IN THE ABUTMENTS AND WINGS, -

8.50

8.37cum

0.297

11

Total

8.400

0.300

Total

All sides


86/152

2x3

- x x x

1x3

3 x x x

[or]

13.

1x2

2 x x x1x2

2 x x x

2x2

4 x x x

2x2

4 x x x

14.

1x2

2

Deduction for Rear batter 1x2

2

2x2

4

[or]

-16.054cum

0.00cum

9.45cum

Total

143.040cum

14.020cum

2.749

138cum

137.970cum

0.400

2.496cum

3.600cum

2.980

72cum

-41.723cum

2.125

3.20

Over wings back wall2.60

8.400

6.550

Providing filter media behind the abutments and wings with clean III graded

material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller

sized towards the soil and bigger size towards the wall including cost and conveyance

to work site including all labours and other incidental charges including hire charges

for tools and plants employed etc., for filter media as per MOST's (Roads Wing)

specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4

etc., complete.

in wings

Filling behind Abutments and Wings with clean gritty gravel including cost and

conveyance of gravel to worksite, laying, handling charges and filling in layers,

tamping under optimum moisture content to get the maximum density including

watering, with all leads for water and all other incidental charges etc, complete for

FILLING BEHIND THE ABUTMENTS AND WINGS..

Abutments

Abutments

Over wings rear batter

Total

in abutment

Over abutments dirt wall

Over abutments rear batter

(0.550+0.525)/2

0.450

0.0507.500

8.400

[or]

6.55

-13.523cum

7.500

21.607cum

2.580

7.50

41.723cum

42cum

0.400

2.749

0.950/2

71.740cum

(7.50+5.60)/2

0.600

0.475

2.580

0.5375

0.950/2

0.600

2.73

0.100/ 2

(7.50+5.60)/2

(3.20+2.25)/2

(2.60+1.65)/2

Deduction for filter media quantity

0.48

Add for Camber

Kerbs

0.600

Total

0.600


87/152

15.

1x4

[or]

16.

1x3

3

1x2

2

1x2

2

1x2

2

1x3

3

[or]

17.

1x22 x x x

[or]

18.

Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm ISS hard

granite broken metal including cost and conveyance of all materials to site and

cement at site including cost of formwork, lead for soft water, labour charges for

mixing , transporting, laying, and curing concrete working in heights and hire charges

for tools and plants, and all other incidental charges etc complete as per relevant

specificationfor BASE COURSE BELOW APPROACH SLAB.

0.210

4Set

Total

For RCC Hand Rails and

Posts Over deck slab

For Approach Slab

Total

For Deck Slab and kerbs

4

0.540MT

2.220MT

0.150

7.54cum

1.320MT

10.224MT

7.503.350

For Bed Block cum dirt

wall over abutment

Total

.Providing and fixing PVC EXPANSION JOINT in between deck slabs over

abutment and pier as shown in the drawing including cost and conveyance of

expansion joints including shalimar pad and joint sealant etc, complete.

Vibrated reinforced cement concrete M30 design mix using ISS graded hard

granite broken metal including cost and conveyance of all materials to site including

cement at site including labour charges for mixing, laying, curing concrete, working at

heights, hire charges for tools and plants, including all other incidental changes etc.,

completefor APPROACH SLAB.

Base Course Below

0.740

0.660

4Set

7.54cum

4Set

8cum

0.420MT

147.30Qtl

1.000

3.408

Approach Slab

For Bed Block cum dirt

wall over piers

Supply and fabrication of Fe-415 steel required for all RCC items of works

involved in the schedule cost of steel at site fabrication,labour charges for cleaning the

rods straightening, cutting, bending, tying grills, including overlapping to the required

length whenever necessary and placing the reinforcement in position as specified in the

drawings, including cost of binding wire, provision of spacer bars, cover blocks and all

other incidental charges etc,complete, Fe-415 grade

0.270

14.724MT


88/152

1x2

2

[or]

19.

1x3

3

1x2

2

20.

2x3

6

21.

2x2

4

2x2

4

2x2

4

51rm

(0.300+0.400)/2

Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using ISS size

hard granite broken graded metal including cost and conveyance of all materials to

site including cement at site but excluding cost and fabrication of steel, including

labour charges for mixing, transporting, laying, and curing concrete, working at

heights, hire charges for tools and plants, including all other incidental charges etc.,,

complete for RCC CRASH BARRIERS OVER DECK SLAB. -1RM(For Estimate

Purpose, mix 1:1.5:3)

3.500

[or]

Total

0.3000

3.500

1.260cum

6.773cum

7.50

Vibrated cement Concrete M30 design mix using ISS size HBG graded metal

including cost and conveyance of all materials to worksite and cement at site includingall labour charges for ixing concrete, laying, vibrating, hire charges for tools and plants,

compacting, curing with all leads for soft water, including all other incidental

charges,formwork,cost of premoulded expansion joints and fixing the same in position

etc., complete for wearing cost of 75mm uniform thickness over deck slab and

approach slab.

7.50

Total

0.5375

8.400

18.40cum

241.500sq.m

18.38cum

Total

0.3875

18.38cum

3.255cum

[or]

Total

Over Deck Slab

Over Approach Slab

52.500sq.m

50.400rm 8.400

189.000sq.m

50.400rm

(0.475+0.300)/2

0.600

(0.550+0.525)/2

3.500

2.258cum

Vibrated Cement Concrete M15 grade, Nominal Mix using 40mm ISS size hard

granite broken metal including cost and conveyance of all materials to site and

cement at site including labour charges for mixing, transporting, laying, and curing

concrete, working at heights, hire charges for tools and plants, including all other

incidental charges,etc.,complete as per standard specification for PCC PARAPETS

OVER WINGS.

3.500 0.300

-

Over Deck Slab

242sq.m

3.500 0.300

7.50

0.3500


89/152

[or]

22.

2x3

6 1

6Nos.

Abutment 1x2

Footings 1 2 x x x sqm

1x2

2 x x x sqm

Wings 2x2


2x2

4 x x x sqm

2x2

4 x x x sqm

Abutment 1x2


1x2

2 x x x sqm

Wings 2x2


2x2

4 x x x sqm

2x2

4 x x x sqm

Abutment 1x2

11.46

-

8.00

19.46

-

-

-0.80

2.10

12.16

3.03

5.30

5.35 -

-

0.80

9.70-

6.72

8.48

18.18

17.12

-

5.90

3.58

0.80

-

-

11.36

5.00

0.80

0.80

0.80

0.80

0.80

6Nos.

18.88

7cum

Total

[or]

6Nos.

0.80

0.80

Scaffolding and centering charges for the structural components of abutment piers, bed

block and deck slab including cost and conveyance of all material to the site including

all labour charges and incidental charges etc., complete.

6.72

Providing and fixing of cast iron drainage spouts 100mm dia as per MOST

drawing SD/205 with grating arrangements at top as shown in the drawing using

12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout

projecting beyond the bottom of deck slab as shown in the drawing including cost and

conveyance of cast iron pipes and flats and fixing them in position etc,complete.

Centering for footings Below Sill Level

2.10


90/152


1x2

2 x x x sqm

Abutment 1x2


1x2

2 x x x sqm

Wings 2x2


2x2

4 x x x sqm

2x2

4 x x x sqm

Wings 2x2


2x2

4 x x x sqm

2x2

4 x x x sqm

2x2


2x2

4 x x x sqm

2x2


2x2

4 x x x sqm

2x2


2x2

4 x x x sqm

2x2


10.56

2.63

9.76

5.30

4.95

0.80

4.55

16.90-

5.44

0.80

0.80

8.48-

- 15.62

-

0.80

0.80

2.30

0.8010.50

-

6.72

6.72

14.56

-

-

-

Pier

10.20

1.70

Pier

9.90

2.00 0.80

0.80

0.80

8.48

- 15.84

7.36

2.10

7.14

34.56

8.42

-

-

33.60

0.80

0.80

0.80

-

-

31.68-

0.80

-

0.80

0.80

6.40

0.80

-

-

32.64

0.80

Pier

Pier

2.23

5.30

2.10

10.80


91/152

2x2

4 x x x sqm

sqm

Area per one cum of concrete = = sqm

1x2

2 x x x sqm

1x2

2 x x x sqm

2x2

Abutments 4 x x sqm

2x2

4 x x x sqm

2x2

4 x x x sqm

2x2

4 x x x sqm

2x2

4 x x x sqm

2x2

4 x x x sqm

2x2

4 x x x sqm

2x2

4 x x x sqm

2x2

4 x x x sqm

2x2

Piers 4 x x sqm

sqm

Area per one cum of concrete = = sqm

2x3

1.40

Total

Centering for vertical surface above sill

px (0.41+0.55)/2

Rear batter

Total

0.80

Cut Waters

7.660

Sides

retaining walls

3.500

6.55

rear batter

1.68

(7.50+5.60)/2

Cut Waters

bearing portion

Piers

0.50

Wings

2.730

Centre portion

0.50

3.50

2.590

2.749

301.61/136.00

1.51

Centering for retaining walls

3.20

px (0.42+0.65)/2

2.749

2.590

-

-

(0.50+1.68)/2

-

0.850

(3.20+2.25)/2

389.76

36.012

-

-0.850

2.590

389.76/420.00

- 4.48

18.47

-

- 39.679

0.928

88.060

301.61

11.900

2.218

15.64

10.880

-

-

0.850

36.260

30.019

1.700

1.700-

11.292

8.50

sqrt(2.580^2+0.230^2)

0.850

2.590

2.749

-

1.09 2.590


92/152


93/152

4x3

12 sqm

4x3

12 sqm

2x3

6 sqm

sqm

= =

1x2

2

2x2

4

2x2

4

2x2

4

= =

2x2

4

2x2

4

=

=

2x3

6 x x x

2x3

6 x x x

2x3

Sides

Area per one cum of concrete

Kerbs

Deck Slab

0.650

Total

0.5375

7.500

0.4500


sqrt(0.900^2+0.050^2)

0.300

Base Course

Total

0.901

8.400

Deck Slab

0.450

1.836s

14.70/18.40

25.301sq.m

4.200sq.m

14.700sq.m

45.410sq.m

0.300

305.45/138.00

14.69/8.00

8.400


Approach slab

0.350

Total

1.700

1.700

RCC Crash Barriers

8.400

(0.300+0.400)/2

(0.600+0.700)/2

7.500

sqrt(0.500^2+0.050^2)

8.500

(0.300+0.700)/2

3.500

sqrt(0.175^2+0.250^2)

3.500

0.502

0.799s

-

-

305.45

0.500

7.000sq.m

2.2

2.250sq.m

2.040sq.m

0.150

(0.300+0.700)/2

3.400sq.m

0.500

10.500sq.m

14.690sq.m

33.15

2.90

45.36


94/152

6 x x x

2x3

6 x x x

4x8

32 x x x

2x2

4 x x x

2x2

4 x x x

2x2

4 x x x

2x2

4 x x x

= =

2x2

4 x x x

2x2

4 x x x

2x2

sqrt(0.600^2+0.175^2)

0.451

0.720sq.m

95.316sq.m

0.050sq.m

0.080sq.m

0.630sq.m

0.193sq.m

8.750sq.m-

-

95.32/51.00

-

0.500

(0.150+0.400)/2

-

6.314sq.m

1.869S

0.050/2

0.175

Sides 0.050/2

8.400

0.050

8.400

0.9000.025

3.500

0.400

0.625

Total


3.500

PCC Parapets over wings

0.025

0.175 0.275

sqrt(0.450^2+0.025^2)

-

-

0.305

0.150

-

-

0.900 -

7.560sq.m

15.372sq.m


95/152

4 x x x

2x2

4 x x x

2x2

4 x x x

2x2

4 x x x

2x2

4 x x x

2x2

4 x x x

= =

0.9003.500

(0.550+0.525)/2

0.450

0.3003.500 4.200sq.m

40.42/7.00 5.775s

0.968sq.m

12.600sq.m

40.422sq.m

0.360sq.m

6.300sq.m

0.930sq.m


Total

Sides

0.38750.600

0.300

0.5375

(0.475+0.300)/2

-0.300

3.500 0.450

-

-

-

-

-




96/152

0cum


97/152


98/152

20 mm


99/152

0.6961

1.092877

20 mm


100/152


101/152


102/152

stee408


103/152

20 mm


104/152


105/152


106/152


107/152


108/152


109/152


110/152


111/152


CEMENT MORTAR 1:1.2

1 Cu.m Sand 337.30 Cu.m 337.30

1

Bridge Across Rmc

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Transcript of Bridge Across Rmc