Esstt Bridge

8/12/2019 Esstt Bridge

1/510

Sl No. Bridge Name Page no1 Repairing Estimate Bridge no : 213/1 2 - 5

2 Quantity Calculation Bridge no : 213/1 6 - 8

3 Repairing Estimate Bridge no : 223/4 9 - 12




7 Repairing Estimate Bridge no : 229/1 23 - 268 Quantity Calculation Bridge no : 229/1 27 - 29









































51 Repairing Estimate Bridge no : 266/1 175- 178


Index (Repairing)


2/510

Sl No Bridge Name Page No1 Abstract 1 - 4

2 Cost Estimate Bridge No : 209/1 5 - 9

3 Quantity Calculation Bridge No : 209/1 10 - 11




7 Quantity Calculation Bridge No : 223/4 23 - 258 Cost Estimate Bridge No : 226/1 26 - 29



































45 Quantity Calculation Bridge No : 260/1 155 -157









Index (Bridge Estimate)


3/510

Sl No Bridge Name Page No54 Cost Estimate Bridge No : 264/1 186 - 189








62 Annexure-I 214


4/510


5/510


6/510

Sl No. Bridge Name Page No.

1 Abstract of Cost for ROB 1

2 Cost Estimate for ROB No. 222/1 2




Index


7/510

Sl

no Chainage

Bridge

NumberFoundation Substructure Superstructure

Protection

workTotal Amount

1 208415 209/1 83715247 7631471 46683197 4479733 142509648

2 212964 213/1 3843254 4361152 4996144 1661894 14862444

3 222595 223/4 7490574 5663192 7657806 1376013 22187585

4 225454 226/1 244385207 23916554 84373397 10811927 363487085

5 227462 228/1 6465518 11477347 7688495 1441941 27073301

6 228087 229/1 5996341 10441881 7360981 1592802 25392005

7 231240 232/1 65021408 5311920 17303325 12290131 99926784

8 233214 234/1 4931416 8773643 5345836 1353616 20404511

9 234859 235/3 6536365 5794902 7660685 1220261 21212213

10 236259 237/1 4360989 3019475 4131320 738296 12250080

11 239322 240/1 4056387 6086571 5259062 1068934 16470954

12 240272 241/1 384107664 30270892 99342251 12883592 526604399

13 244803 245/3 3568408 3266608 5381863 853013 13069892

14 249990 250/4 4674659 3966948 5451262 954638 15047507

15 250350 251/1 5410407 3043138 5871868 989581 15314994

16 251630 252/1 3146003 2186448 4660377 729730 10722558

17 254000 255/1 3314720 5161212 4822344 773338 14071614

18 254750 255/2 5242120 2220405 5654614 1009724 14126863

19 258170 259/1 3174818 1290626 4556071 601683 9623198

20 258380 259/2 2966473 1955483 4704570 694720 10321246

21 258590 259/3 11491302 7172930 10273280 1866128 30803640

22 259015 260/1 7056378 3516355 8207648 1303642 20084023

23 259230 260/2 6602668 8643895 6165614 1251493 22663670

24 259580 260/4 4445961 2586142 5632670 864840 13529613

25 259685 260/5 4191425 2674023 5652421 901225 13419094

26 259870 260/6 4841176 2464563 5332024 821020 13458783

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE

Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km

265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014

for Roads and Bridge Works,PWD,Assam.

Abstract of Bridge


8/510

27 263570 264/1 5804558 2469928 4822344 773345 13870175

28 263955 264/2 2897694 1501263 4610317 644714 9653988

29 264876 265/1 3087778 2298645 4796887 754574 10937884

30 265310 266/1 7542217 3229441 5819061 1009840 17600559

Total- 1,560,700,310

Executive Engineer, PWD

Nagaon NH Division,

Nagaon


9/510

Sl no ChainageBridge

NumberDismentaling Foundation Substructure Superstructure Ruppes

1 212964 213/1 104,715 613,447 455,953 1,382,460 2,556,575

2 222595 223/4 183,138 1,191,778 649,760 2,084,142 4,108,818

3 227462 228/1 233,329 1,395,824 1,335,324 1,696,710 4,661,187

4 228087 229/1 217,058 1,395,876 1,188,107 1,690,820 4,491,861

5 233214 234/1 145,782 647,749 556,737 1,494,203 2,844,471

6 234859 235/3 187,388 1,187,123 676,088 2,086,432 4,137,031

7 236259 237/1 85,263470,188

413,807 1,169,230 2,138,488

8 239322 240/1 156,977 614,217 565,880 1,385,178 2,722,252

9 244803 245/3 100,342 647,685 365,057 1,482,814 2,595,898

10 249990 250/4 112,938 995,378 393,973 1,500,684 3,002,973

11 250350 251/1 93,668 1,392,045 416,105 2,087,088 3,988,906

12 251630 252/1 76,611 899,480 286,231 1,377,954 2,640,276

13 254000 255/1 81,241 900,118 331,915 1,382,054 2,695,328

14 254750 255/2 95,960 952,754 395,253 1,689,338 3,133,305

15 258170 259/1 87,078 581,501 139,117 1,367,871 2,175,567

16 258380 259/2 71,386 610,877 230,832 1,368,238 2,281,333

17 258590 259/3 234,904 2,592,675 1,015,141 2,813,056 6,655,776

18259015 260/1 137,139 1,310,164 423,335 2,311,053 4,181,691

19 259230 260/2 154,825 1,395,824 1,016,838 1,719,776 4,287,263

20 259580 260/4 88,803 935,252 304,129 1,694,206 3,022,390

21 259685 260/5 90,435 946,506 324,676 1,704,987 3,066,604

22 259870 260/6 87,206 675,398 326,470 1,489,713 2,578,787

Widening & Rehabiliation


10/510

23 263570 264/1 81,385 613,630 332,993 1,380,474 2,408,482

24 263955 264/2 72,267 578,710 191,444 1,366,111 2,208,532

25 264876 265/1 77,095 615,637 286,714 1,374,327 2,353,773

26 265310 266/1 79,820 946,740 502,306 1,704,302 3,233,168

84,170,735


Nagaon NH Division,

Nagaon

Total-


11/510

Sl. No. Description of Items

1 ROB No. 222/1 Rs. 41119979.45

2 ROB No. 227/1 Rs. 39259966.47

3 ROB No. 238/2 Rs. 39259966.47

4 ROB No. 243/1 Rs. 39259966.47

Total Rs. 158899879.00

Name of work : 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh

under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath

Chariali by-pass (Km 208.00) to Gohpur (Total Length = 57.50 km) in Sonitpur

district in the state of Assam

Abstract of Cost for ROB

Amount (Rs.)


Nagaon NH Division,

Nagaon


12/510

Quantity UnitRate

(in Rs.)

Amount

(in Rs.)

1*6*0.14*0.15*0.01*7850=9.89kg ( base plate)

1*6*0.14*0.15*0.01*7850=9.89kg (template)

1*6*0.14*0.35*0.016*7850=36.93kg (vertical plate)

Total= 56.71 kg+10% wastage=62.38 kg

2. Fastener:

MS bar 16mm

1*2*6*0.70*1.578 kg/m=

Total= 13.26 kg+10% wastage=14.56 kg

3. MS nuts and washer:

4*6=24 nos @ 0.125 kg=3.00 kg

6.75 m 500.00 3375.00

5. Welding ( base plate with verticle plate)

1*2*14.00=25.00 cm

Quantity for 6 sets=28*6=168.00cm

6. Labour for cutting and errection charges

0.18 each 160.00 28.80

0.09 each 125.00 11.25

0.66 each 97.00 64.021.5 sqm 180.00 270.00

8227.47

Rs. 822.75

Rs. 9050.22

Rs. 905.0217

9955.24

Rs. 1474.85

Rs. 1475/m

1. MS plates:

62.38 Kg 55.00 3430.90

Annexure-I

Analysis of Rate for Hand Rail

Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded

fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per

specifications, All the railing components as mentioned above to be hot dip gal vanished with a

zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and

pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-

1979. Item to include all incidental works required to complete the work as directed by theEngineer- in-charge. Management shall be made for the length of the pipe only

DETAILS OF COST FOR 6.75M

Materials


Nagaon NH Division,

Nagaon

i. Black smith

14.59 Kg 50.00 729.50

3.00 Kg 50.00 150.00

4. G.I. Pipe 65mm NB heavy duty

168 cm 1.00 168.00

Cost for 1.00m

Say

ii. Bandhani

iii. Beldar7. Galvanishing: 1.5 sqm

Add 10% overhead charges

Add 10% contractor's profit

Cost for 6.75m


13/510


14/510

Item No. Particulars/Descrption of items UnitTotal

Quantity

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 6

Foundation

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 and backfilling with approved material.

I. Ordinary Soil

B. Mechanical means

(II) With dewatering

(i) upto 3m depth Cum 2816.778 54.00 152,106.00

Plain/Reinforced Cement concrete, in open Foundation

complete as per Drawing and Technical Specifications

includin steel shutterin formwork.(p) With plasticser (Master plast PL-1/SPL-2 or

equivalent),air entraining and water reducing plasticiser

(Masterplast PAE or equivalent) and accelerating

plasticiser (Masterplast ACPL or equivalent) conforming

to IS-9103-1999.

Cum

A.PCC Grade M15 Cum 135.166 6514.00 880,471.00

H.RCC Grade M35

(II) Using Batching plant Transit mixer and concrete pump Cum 191.616 9030.00 1,730,293.00

3/12.40 Reinforcement in Foundation: Supplying, fitting and

placing un-coated TMT bar reinforcement in foundation

complete as per drawing and technical specifications.(A) From Primary Sources:

TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

(i) TMT Corrosion Resistant Steel (CRS) reinforcement

bar of Fe-500 N/mm2

tonne 14.743 73279.00 1,080,384.00

Substructure

Plain/Reinforced cement concrete, in sub structure

complete as per drawing and technical specification and

steel shuttering formwork.

(P)With plasticiser (Masterplast PL-1/SPL-2 or



plasticiser(Masterplast ACPL or equivalent) conforming to

IS-9103-1999B. PCC Grade M20

a) Height up to 5.0 m Cum 196.320 8120.00 1,594,119.00

H. RCC Grade M 35

a) Height up to 5.0 m

Case II : With Batching plant, Transit Mixer and

concrete Pump

Cum 126.221 9169.00 1,157,325.00

5/13.6 Supplying, f itting and placing TMT bar reinforcement in

substructure complete as per drawing and technical

specifications

MT

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under

SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass

(Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state

of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam.

Esstt for existing br No.213/1,Ch-212964

1/12.1

2/12.8

4/13.5


15/510


Quantity

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 6

(a) From Primary Sources:



bar of Fe-500 N/mm2

Tonne 21.948 73343.00 1,609,708.00

Super Structure

Furnishing and Placing Reinforced/Prestressed cement concrete

in super-structure as per drawing and Technical Specification'including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or

equivalent ), air entraining and water reducing plasticiser

( Masterplast PAE or equivalent) and accelerating

plasticiser ( Masterplast ACPL or equivalent) conforming

to IS-9103-1999.

B.'RCC Grade M25

Case II : Using Batching Plant, Transit Mixer and

Concrete Pump

ii) For T-Beam and Slab

a) Height up to 5.0 m Cum 87.140 10591.00 922,900.00

7/14.2 Reinforcement in Super Structure: Supplying, fitting and

placing TMT bar reinforcement in super-structureincluding splicing complete as per drawing and technical

specifications




bar of Fe-500 N/mm2

MT 6.08 77554.00 471,219.00

8/14.18 Filler joint

(i)'Providing & fixing 2 mm thick corrugated copper plate

in expansion joint complete as per drawing & Technical

Specification.

metre 24.000 1640.00 39,360.00

ii) 'Providing & fixing 20 mm thick compressible fibre

board in expansion joint complete as per drawing &

Technical Specification.

metre 24.000 558.00 13,392.00

(iii)'Providing and fixing in position 20 mm thick

premoulded joint filler in expansion joint for fixed ends of

simply supported spans not exceeding 10 m to cater for a

horizontal movement upto 20 mm, covered with sealant

complete as per drawing and technical specification.

metre 24.000 317.00 7,608.00

(iv)'Providing and filling joint sealing compound as per

drawings and technical specifications with coarse sand

and 6% bitumen by weight.

metre 24.00 17.00 408.00

9/14.4 Providing and laying Cement concrete wearing coat M-

30 grade including reinforcement complete as per

drawin and Technical S ecifications

152.49 12993.00 1,981,303.00

10/8.22 Reinforced Cement Concrete Crash Barrier(Provisionof an Reinforced cement concrete crash barrier at the

edges of the road, approaches to bridge structures and

medians,constructed with concrete with HYSD/TMT

reinforcement conforming to IRC:21 and dowel bar 25mm

dia, 450mm long at expansion joints filled with pre

moulded asphalt fil ler board, keyed to the structure on

which it is built and installed as per design given in the

enclouser to MOST circular No. RW/NH-33022/1/94-DO

III dated June 1994 as per dimension in the approved

drowing and at locations directed by the engineer,all as

specified.

6/14.1


16/510


Quantity

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 6

B. M 40 grade concrete metre 35.88 4170.00 149,620.00

11/Analy

sis Rate

HAND RAIL

Providing and fixing hand rail over the crash barrier

consisting of MS base plate, embedded fastener and

nuts, MS vertical plates and pipe etc. as shown in the

drawing and as per specifications, All the railing

components as mentioned above to be hot dip galvanished with a zinc coating of at least 175gm/sqm. The

thickness of plates to be as shown in the drawings and

pipe to be 65NB heavy class with a weight not less than

7.92 kg/m and conforming to IS: 1161-1979. Item to

include all incidental works required to complete the work

as directed by the Engineer- in-charge. Management

shall be made for the length of the pipe only. (Rate from

Annexure-I)

metre 35.88 1475.00 52,923.00

12/14.7 Construction of RCC railing of M30 Grade in-situ with 20

mm nominal size aggregate, true to line and grade,

tolurence of vertical RCC post not to exceed 1 in 500,

centre to centre spacing between vertical post not to

exceed 2000 mm, leaving adequat space between

vertical posts for expansion, complete as per approved

drawings and technical specifications.

metre 17.94 2044.00 36,670.00

13/14.11 Reinforced cement concrete approach slab including

reinforcement and formwork complete as per drawing

and Technical specification

a) With TATA make TMT CRS (Fe-500) grade rebar Cum 28.80 12025.00 346,320.00

14/14.10 PCC M15 grade levelling course below approach slab

complete as per drawing and technical specification

Cum, 14.40 5498.00 79,172.00

15/14.9 Drainage Spouts complete as per drawing and Technical

specification.

Each 2.00 10197.00 20,394.00

16/14.16 Painting on concrete surface (Providing and applying 2

coats of water based cement paint to unplastered

concrete surface after cleaning the surface of dirt, dust,oil, grease, efflorescence and applying paint @ of 1 litre

for 2 Sq.m.)

(B) For RCC Railing RM 53.82 160.00 8,612.00

17/13.9 Back filling behind Abutment ,Wing wall and Return Wall


Cum

(A) Granular material Cum 548.26 1524.00 835,543.00

18/13.8 Providing weep holes in brick mansonry/plain/reinforced

concrete abutment, wing wall/return wall with 100 mm dia

AC pipe, extending through the full width of the structure

with slope of IV:20H towards drawing foce, complete as

per drawing and technical specification

Each 40.00 204.00 8,160.00


17/510


Quantity

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 6

19/8.47 Providing Sparkle Solar Road Studs, manufactured by

Tata B.P. Solar India Ltd. Of size (125mmx125mm),

90mm height (from

bottom of shank to the top of stud) with detachable

battery, m6LEDs-three on each side for Bi-directional

studs/3 LEDs on one side for unidirectional studs, ultra

bright LED in amber and red colour, weight per stud700+25 gms, flash rate of 50-65 times per

minute completely water resistant and weather proof with

replacement warranty and free maintenance fro one year

from the date of installation of stud on road-(installation

should be made using adhesives and procedures

recommended by manufacturer under the supervision of

their competent technician).

a) Bi-directional Stud Each 3500.00

b) Uni-directional Stud Each 4 3400.00 13,600.00

20/8.51 Providing relfective pavement marker with Micro

prismatic lens in both direction having thermoplastic body

adhering to the specification and guidelines of

MoSRT&H's fixed to the road surface using the adhesives

and the procedures recommended by the manufacturers

with three months replacement warranty and free

maintenance.

Each 30.00 298.00 8,940.00

Protection work

21/15.10 Curtain wall complete as per drawing and Technical

specification

A. Stone masonry in cement mortar (1:3) Cum 4333.00 0.00

B. Cement concrete Grade M15 Cum 100.14 7046.00 705,587.00

22/15.11 Flexible Apron :Construction of flexible apron 1 m thick

comprising of loose stone boulders weighing not less

than 40 kg beyond curtain wall.

Cum 303.66 1485.00 450,936.00

23/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at

cross drainage works for relatively less important works

Cum 301.00 1679.00 505,371.00

14,862,444.00


Nagaon NH Division,

Nagaon

Total-


18/510


Quantity

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 6


19/510


Quantity

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 6


20/510


Quantity

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 6


21/510

3,843,254.00


22/510

4,361,152.00


23/510


24/510

4,996,144.00

1,661,894.00


25/510


26/510


27/510


28/510

Sl.

No.

Item No. Unit Qty for 2-

Lane

2 2.65 12 6.3 m3 400.68

2 4.35 10.34 12 1079.50

2 0.3 1.5 12 10.80

2 0.3 1.5 10.34 9.31

2 33.74+9.942

0.45 11.9 233.91

15 0.45 9.94 67.10

33.74 6 0.75 151.83

33.74 3 0.75 75.92

33.74 2.5 1.85 156.05

33.74 2 1.5 101.22

4 6.08+1.82

16.83 2 530.48

2816.78

PCC M-15 12 9.94 0.15 m3

17.89c/wall 1 16.94 16.94

Apron 15 9.94 0.15 22.37

2 33.74+9.942

0.15 11.9 77.97

135.17

RCC M35(open

foundation)9.94 12 1.2 m

3 143.14

2 0.25 1.5 12 m3 9.00

2 0.25 1.5 9.44 m3 7.08

m/wall 2 1.2 3 4.5m

3 32.40

191.62

Reinforcement in foundation

25 mm dia 2 47 11.92 kg 4322.84

25 mm dia 47 10.86 kg 1969.21

20 mm dia 66 13.2 kg 2151.11

20 mm dia 66 13.2 kg 2151.11

12 mm dia 10 43.88 kg 390.04

12 mm dia 292 2 kg 519.11

m/wall 100 32.4 3240.00

kg 14743.43

MT 14.74

Substructure (M35)

Dirt wall - 2 0.82 12 0.25 m3 4.92

Abutment cap - 2 0.7 12 0.225 m3 3.78

Abutment- 2 0.7+1.22

4.666 12 m3 106.38

M/wall 20.2+0.45

23 5.7111 11.14

126.22

Total =

Total=

Total =

Quantity Calculation fo Br. No.213/1,Ch-212964

Total=

Earth work in or

foundation of structures

as per drawings &

technical specification

including setting out.

1

2

3 12.8

12.8

12.1

Total=

Total =

4

5 13.5

12.40


29/510

Substructure (M20) PCC

Wing wall- 1 196.32 m3 196.32

Dirt wall - 12 mm dia 2 6 25.5 kg 272.00

12 mm dia 2 0.95 2 86 kg 290.49

Abutment cap - 12 mm dia 2 10 12.45 kg 221.33

12 mm dia 2 1.85 80 kg 263.11

Abutment- 28 mm dia 2 7.02 2 95 kg 12909.87

12 mm dia 2 32 25.9 kg 1473.42

12 mm dia 2 32 95 1 kg 5404.44

m/wall 11.13 100 kg 1113.00

kg 21947.67

Tonne 21.95

8 14.1 1 87.14 m3 87.14

9 14.2 1 6.076 MT 6.08

10 14.18 2 12 Nos. 24.00

11 8.22 2 17.94 m 35.88

12 14.7 2 8.97 m 17.94

13 14.16 3 17.94 m2 53.82

14 14.4 17.94 8.5 m3 152.49

15 14.9 1 2 Nos. 2.00

Reinforcement in Super Structure:

Supplying, fitting and placing TMT bar

reinforcement in super-structure

including splicing complete as per

drawin and technical s ecification

Furnished and placing

reinforcement/Prestressed cement

concrete in Superstructureas per

drawing and Technical Specifications.


Reinforcement in substructurecomplete

as per drawing and technical specifications

Total =

Total =

Drainage Spoutscomplete as per

drawing and Technical specification.

Providing and laying Cement concrete

Wearing coatM-30 grade including

reinforcement complete as per drawing

and Technical S ecifications

Paintingon concrete surface

(Providing and applying 2 coats of

water based cement paint to

unplastered For RCC Railing

Construction of RCC Railingof M30

Grade in-situ with 20 mm nominal size

aggregate, true to line and grade,

tolurence of vertical RCC post not to

exceed 1 in 500, centre to centre

spacing between vertical post not toexceed 2000 mm.

Reinforced Cement Concrete Crash

Barrier (Provision of an Reinforced

cement concrete crash barrier at the

edges of the road,approaches to

bridge structures and medians,

constructed with M-20 grade concrete.

Filler jointProviding & fixing 20 mm

thick compressible fibre board in

expansion joint complete as perdrawing & Technical Specification.

7 13.6

13.56


30/510


31/510

Qty for 4-

Lane

5633.56

270.33

383.23

29486.86

29.49

252.44


32/510

392.64

43895.33

43.90

174.28

12.15

48.00

71.76

35.88

107.64

304.98

4


33/510

1096.51

57.60

28.80

80

60

8

607.32

601.99

200.28

71.76

er, PWD

vision,


34/510

Item

No.Particulars/Descrption of items Unit

Total

Quantity

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 6

Dismantling of Structures (Dismantling of existingstructures 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 lift and lead of 1000 metres)

II) By Mechanical Means

(a) Cement concrete grade M-15 & M-20

Wing wall- 115.34 356.00 41,062.00

(b) Prestressed/ Reinforced cement grade M-20 & above. 111.09 573.00 63,653.00

Foundation

Excavation for Structures (Earth work in excavation of

foundation of structures as per drawing and technicalspecification, including setting out, construction of

shoring and bracing, removal of stumps and other

deleterious matter, dressing of sides and bottom and

backfilling with approved material.

I.Ordinary Soil

B.Mechanical means

(ii) With dewatering

(i) upto 3m depth



including steel shuttering formwork.

(P) With plasticser (Master plast PL-1/SPL-2 or

equivalent),air entraining and water reducing plasticiser(Masterplast PAE or equivalent) and accelerating

plasticiser (Masterplast ACPL or equivalent) conforming to

IS-9103-1999.

A.PCC Grade M15 Cum 5.22 6514.00 33,994.00

H.RCC Grade M35

(II) Using Batching plant Transit mixer and concrete pump Cum 34.79 9030.00 314,154.00

Supplying, fitting and placing uncoated HYSD

reinforcement in foundation complete as per drawing and

Technical S ecification(a) From Primary Sources:


(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar

of Fe-500 N/mm2

tonne 3.48 73279.00 254,938.00

Substructure5/13.5 Plain/Reinforced Cement concrete, in Substructure






IS-9103-1999

H. RCC Grade M 35


4/12.40

Cum 191.86 54.00





Esstt for Repairing of existing br No.213/1,Ch-212964

2/12.1

3/12.8

10,361.00

1/2.4


35/510

Item


Total

Quantity

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 6

Case II : With Batching plant, Transit Mixer and concrete

Pump.

Cum 27.63 9169.00 253,306.00

Supplying, fitt ing and placing TMT bar reinforcement in


specifications

MT




of Fe-500 N/mm2

Tonne 2.76 73343.00 202,647.00

Super Structure

Furnishing and Placing Reinforced/Prestressed cement

concrete in super-structure as per drawing and Technical

Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent

), air entraining and water reducing plasticiser (

Masterplast PAE or equivalent) and accelerating

plasticiser ( Masterplast ACPL or

equivalent) conforming to IS-9103-1999.

B. RCC GRADE M 25

Case II : Using Batching Plant, Transit Mixer andConcrete Pump



Reinforcement in Super Structure: Supplying, fitting and

placing TMT bar reinforcement in super-structure including

splicing complete as per drawing and technical

specifications




of Fe-500 N/mm2

tonne 2.16 77554.00 167,381.00

Filler joint

(i)'Providing & fixing 2 mm thick corrugated copper plate in

expansion joint complete as per drawing & Technical

Specification.

metre 24.00 1640.00 39,360.00

ii) 'Providing & fixing 20 mm thick compressible fibre board


Specification.

metre 24.00 558.00 13,392.00


premoulded joint fil ler in expansion joint for fixed ends of




metre 24.00 317.00 7,608.00

v rov ng an ng o n sea ng compoun as per

drawings and technical specifications with coarse sandand 6% bitumen by weight.

metre 24.00 17.00 408.00

8/14.2

6/13.6

7/14.1

9/14.18


36/510

Item


Total

Quantity

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 6

Reinforced Cement Concrete Crash Barrier (Provision

of an Reinforced cement concrete crash barrier at the




dia, 450mm long at expansion joints filled with pre

moulded asphalt filler board, keyed to the structure on


enclouser to MOST circular No. RW/NH-33022/1/94-DO III

dated June 1994 as per dimension in the approved

drowing and at locations directed by the engineer,al l as

specified.B. M 40 grade concrete metre 35.88 4170.00 149,620.00

11/14.7 Construction ofRCC railing of M30 Grade in-situ with 20




exceed 2000 mm, leaving adequat space between vertical

posts for expansion, complete as per approved drawings

and technical specifications.

metre 17.94 2044.00 36,670.00

Reinforced cement concrete approach slab includingreinforcement and formwork complete as per drawing and

Technical specification


13/14.1

0

PCC M15 grade levelling course below approach slab

com lete as er drawin and technical s ecification.

Cum 27.60 5498.00 151,745.00


specification.

Each 2.00 10197.00 20,394.00






Each 24.00 204.00 4,896.00

Providing Sparkle Solar Road Studs, manufactured by

Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm

height (from

bottom of shank to the top of stud) with detachable battery,

m6LEDs-three on each side for Bi-directional studs/3

LEDs on one side for unidirectional studs, ultra bright LED

in amber and red colour, weight per stud 700+25 gms,

flash rate of 50-65 times per






their com etent technician .a) Bi-directional Stud

b) Uni-directional Stud Each 4.00 3400.00 13,600.00



adhering to the specification and guidelines of MoSRT&H's

fixed to the road surface using the adhesives and the

procedures recommended by the manufacturers with three

months replacement warranty and free maintenance.

Each 10.00 298.00 2,980.00

10/8.22

12/14.11

16/8.47


37/510


38/510


39/510


40/510


41/510


42/510

Sl.N

o.

Item

No.

Unit Qty for

2-Lane

2 57.67 Cm 115.34

2 0.275 0.25 0.9 10 Cm 1.24

2 2 0.2 0.175 14.915 Cm 2.09

2 0.5 0.2 17.94 Cm 3.59

1 0.82 9.4 3.95 Cm 30.45

2 0.82 0.25 3.95 Cm 1.62

2 0.7+1.0

2

3.95 4.891 Cm 32.84

9.94 3.95 1 Cm 39.26

Cm 111.09

9.95 3.5 1.65 m3 57.46

m3

191.86

9.94 3.5 0.15 m3 5.22

5.22

9.94 3.5 1 34.79

34.79

34.79 100 kg 3479.00

kg 3479.00

Total= Tonne 3.5

26.7+1.0

23.15 4.891 m

3 26.19

2 0.25 3.5 0.82 m3 1.435

m3 27.63

27.63 100 Kg 2763.00

Kg 2763.00

Tonne 2.76Superstructure RCC (M25)-

1 3.5 9.4 0.82 m3 26.978

m3 26.978

26.978 80 Kg 2158.24

Kg 2158.24

Tonne 2.16

10 14.9 1 2.00 Nos. 2.00

2 12.00 Nos. 24.00

2 12.00 Nos. 24.00

2 12.00 Nos. 24.00

2 12.00 Nos. 24.00

12 14.10 2 11.5 4 0.3 m3 27.60

2

2.4

12.1

Repairing Quantity Calculation fo Br. No.213/1,Ch-212964

Post -

Rail-

Kerb-

Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20

Wing Wall-

(B) Prestressed/ Reinforced cement grade M-20 & above.

1

4.8 4

Earth work in or foundation of

structures as per drawings &

technical specification including

setting out.(Upto 3m)-

Total=

134.40m32 3.5

Slab-

Dirt wall-

Abut/Pier-

Raft-

Total=

14.18 Filler jointProviding & fixing 20mm thick compressible fibre board

in expansion joint complete as per

drawing & Technical Specification.

PCC M15 grade levelling course

below approach slab complete as

per drawing and technical

specification

Reinforcement in foundation-

PCC M15-

RCC M35 (open

foundation)-

Total=

Reinforcement in Superstructure-

Total=

Total=

Total=

Total=

Total=

Total=

Reinforcement in Substructure-

3 12.8

4 12.8

5 12.4

9 14.2

Substructure(M35)-6 13.5

7 13.6

8 14.1

Drainage Spoutscomplete as perdrawing and Technical specification.

Total=

11

Total=


43/510

Sl.N

o.

Item

No.

Unit Qty for

2-Lane

13 14.11 2 11.5 4 0.3 m3 27.60

14 14.7 1 17.94 m 17.94

15 8.22 2 17.94 m 35.88

16 16.1 7.5 9.94 74.55

17 16.17 2.00 8.5 metre 17.00

18 16.2 8.5 9.94 metre 84.49

19 13.8 2 12 Nos. 24.00

20 8.47 4 Nos. 4.00

21 8.51 10 Nos. 10.00

0.82 2 0.25 sqm 0.41

2 0.7+1.02

4.891 sqm 8.31

1.8 9.94 sqm 17.89

26.62


Grade in-situ with 20 mm nominal

size aggregate, true to line and

grade, tolurence of vertical RCC

post not to exceed 1 in 500, centre

to centre spacing between vertical

post not to exceed 2000 mm.




edges of the road,approaches to

bridge structures and medians,

constructed with M-20 grade

concrete.

Removal of existing cementconcrete wearing coatincluding its

disposal complete as per Technical

specification without causing any

detrimental effect to any part of the

bridge structure and removal of

dismantled material with all lifts and

lead upto 1000.(Thickness 75mm.)

Replacement of Expansion Joints

complete as per drawings.

Removal of existing asphaltic

wearing coatcomprising of 50 mm

thick asphaltic concrete laid over 12

mm thick mastic asphalt includingdisposal with all lift and lead upto

1000m.

Providing weep holesin brick

mansonry/plain/reinforced concrete

abutment, wing wall/return wall with

100 mm dia AC pipe,

16.28

Providing 'Sparkle Solar Road

Studds,manufactured by Tata

B.P.Solar India Ltd. Of size

(125mmx125mm),90mm height

(frombottom of shank to the top of

stud)with detachable battery.RPM: Providingrelfective

pavement marker with Microprismatic lens in both direction

having thermoplastic body adhering

to the s ecification.

Reinforced cement concrete

approachslabincluding

reinforcement and formwork

complete as per drawing and

Technical specification.

Total=

Supplying and applying Epoxy

based bonding agentMasterbond

EP of Choksey Chemicals or

euivalent @ 0.50 Lit pe sqm after

totally saturating the cleaned

concrete surface.

22


44/510

Sl.N

o.

Item

No.

Unit Qty for

2-Lane

23 16.53 59.321

0.6

Each 99


Nagaon NH Division,

Nagaon

Providing, placing and fixing in

position Chemical rebar fastners

(of M/s Hilti or M/s Sika or approved

equivalent conforming to Europian

standard CSTB/ETA and Civil Aid

standard) of vaious diameters in

Piers.


45/510


46/510


47/510


48/510

Item


Total

Quantit

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 6

Dismantling of Structures (Dismantling of existing

structures like culverts, bridges, retaining walls and other





material with all lift and lead of 1000 metresII) By Mechanical Means


Wing wall- 197.12 356.00 70,175.00

(b) Prestressed/ Reinforced cement grade M-20 & 197.14 573.00 112,963.00

FoundationExcavation for Structures (Earth work in excavation of

foundation of structures as per drawing and technicalspecification, including setting out, construction of shoring and

bracing, removal of stumps and other deleterious matter,

dressing of sides and bottom and backfilling with approved

material.

I.Ordinary Soil

B.Mechanical means


(i) upto 3m depth Cum 317.72 54.00 17,157.00




(p) With plasticser (Master plast PL-1/SPL-2 or



plasticiser (Masterplast ACPL or equivalent) conforming

to IS-9103-1999.

Cum

A.PCC Grade M15 Cum 10.16 6514.00 66,209.00

H.RCC Grade M35

(II) Using Batching plant Transit mixer and concrete

pump

Cum 67.76 9030.00 611,873.00

Reinforcement in Foundation: Supplying, fitting and placing un-

coated TMT bar reinforcement in foundation complete as per

drawing and technical specifications




bar of Fe-500 N/mm2

tonne 6.78 73279.00 496,539.00

Substructure

Plain/Reinforced Cement concrete, in Substructure





plasticiser(Masterplast ACPL or equivalent) conforming

to IS-9103-1999

H. RCC Grade M 35







5/13.5

1/2.4

2/12.1

3/12.8

4/12.40


49/510

Item


Total

Quantit

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 6

Case II : W ith Batching plant, Transit Mixer and

concrete Pump.

Cum 39.37 9169.00 361,008.00

Supplying, fitting and placing TMT bar reinforcement in


specifications

MT




bar of Fe-500 N/mm2

Tonne 3.94 73343.00 288,752.00

Super Structure

Furnished and placing reinforcement/Prestressed

cement concrete in superstructure as per drawing and

Technical Specifications.


equivalent ), air entraining and water reducing plasticiser

( Masterplast PAE or equivalent) and accelerating



B.RCC GRADE M 25

Case II : Using Batching Plant, Transit Mixer andConcrete Pump




placing TMT bar reinforcement in super-structure

including splicing complete as per drawing and technical

specifications




bar of Fe-500 N/mm2

tonne 4.32 77554.00 334,761.00

Filler joint

(i)'Providing & fixing 2 mm thick corrugated copper plate


Specification.

metre 36.00 1640.00 59,040.00




metre 36.00 558.00 20,088.00


premoulded joint filler in expansion joint for fixed ends of

simply supported spans not exceeding 10 m to cater for

a horizontal movement upto 20 mm, covered with

sealant complete as per drawing and technical

specification.

metre 36.00 317.00 11,412.00




metre 36.00 17.00 612.00

8/14.2

6/13.6

7/14.1

9/14.18


50/510

Item


Total

Quantit

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 6

Reinforced Cement Concrete Crash Barrier(Provision

of an Reinforced cement concrete crash barrier at the



reinforcement conforming to IRC:21 and dowel bar

25mm dia, 450mm long at expansion joints filled with pre

moulded asphalt fil ler board, keyed to the structure on


enclouser to MOST circular No. RW/NH-33022/1/94-DO


drowing and at locations directed by the engineer,all as

specified.B. M 40 grade concrete metre 54.72 4170.00 228,183.00





exceed 2000 mm, leaving adequat space between

vertical posts for expansion, complete as per approved

drawings and technical specifications.

metre 27.36 2044.00 55,924.00

Reinforced cement concrete approach slab includingreinforcement and formwork complete as per drawing


a) With TATA make TMT CRS (Fe-500) grade rebar Cum 27.60 12025.00 331,890.0013/14.10 PCC M15 grade levelling course below approach slab


Cum 27.60 5498.00 151,745.00

14/14.9 Drainage Spouts complete as per drawing and


Each 4.00 10197.00 40,788.00






Each 56.00 204.00 11,424.00

ProvidingSparkle Solar Road Studs, manufactured by

Tata B.P. Solar India Ltd. Of size (125mmx125mm),

90mm height (from




bright LED in amber and red colour, weight per stud

700+25 gms, flash rate of 50-65 times per





recommended by manufacturer under the supervision oftheir com etent technician .a) Bi-directional Stud Each 3500.00

b) Uni-directional Stud Each 4.00 3400.00 13,600.0017/8.51 Providing relfective pavement marker with Micro



MoSRT&H's fixed to the road surface using the

adhesives and the procedures recommended by the

manufacturers with three months replacement warranty

and free maintenance.

Each 18.00 298.00 5,364.00

10/8.22

12/14.11

16/8.47


51/510

Item


Total

Quantit

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 618/16.1 Removal of existing cement concrete wearing coat

including its disposal complete as per Technical

specification without causing any detrimental effect to

any part of the bridge structure and removal of

dismantled material with all lifts and lead upto

1000.(Thickness 75mm.)

Sqm 145.20 78.00 11,326.00

19/16.17 Replacement of Expansion Jointscomplete as per drawings. metre 25.50 3628.00 92,514.00

20/16.2 Removal of existing asphaltic wearing coatcomprising

of 50 mm thick asphaltic concrete laid over 12 mm thick

mastic asphalt including disposal with all lift and lead

upto 1000m.

Sqm 164.56 59.00 9,710.00

Providing, placing and fixing in position Chemical rebar

fastners(of M/s Hilti or M/s Sika or approved equivalent

conforming to Europian standard CSTB/ETA and Civil

Aid standard) of vaious diameters in Piers.

Each

(a)12 mm dia re-bar fastners 25% of 171 Each 42.74 500.00 21,368.00(b)16 mm dia re-bar fastners 25% of 171 Each 42.74 700.00 29,915.00(C) 20 mm dia re-bar fastners 25% of 171 Each 42.74 750.00 32,052.00

(d)25 mm dia re-bar fastners 25% of 171 Each 42.74 800.00 34,188.00

4,108,818.00

22/16.53

21/16.28

Total-


Nagaon NH Division,Nagaon

(A)'Supplying and applying Epoxy based bonding agent

Masterbond EP of Choksey Chemicals or euivalent @

0.50 Lit pe sqm after totally saturating the cleaned

Sqm27.34 614.00 16,790.00


52/510

Sl.

No.

Item

No.

Unit Qty for 2-

Lane1 2.4

2 98.56 Cm 197.12

2 0.275 0.25 0.9 15 Cm 1.86

2 2 0.2 0.175 23.235 Cm 3.25

2 0.5 0.2 27.36 Cm 5.472 0.82 9.4 3.95 Cm 60.89

2 0.82 0.25 3.95 Cm 1.62

2 0.7+1.0

2

3.95 4.461 Cm 29.96

1 1 3.95 4.461 Cm 17.62

19.36 3.95 1 Cm 76.47

Cm 197.14

2 12.1 19.36 3.5 2.16 m3 146.36

2 3.5 6.12 4.0 m3 171.36

m3

317.72

3 12.8 19.36 3.5 0.15 m3 10.16

10.16

4 12.8 19.36 1 3.5 67.76

67.76

5 12.40 100 67.76 kg 6776.00

kg 6776.00

Total= Tonne 6.78

6 13.5 Substructure(M35)-

20.7+1.0

23.15 4.461 m

3 23.89

1 1.0 4.46 3.15 m3 14.05

2 0.25 3.5 0.82 m3 1.435

m3 39.37

7 13.6 100 39.37 Kg 3937.00

Kg 3937.00

Tonne 3.94

8 14.1 Superstructure RCC (M25)-

2 3.5 9.4 0.82 m3 53.956

m

3 53.956

9 14.2 53.96 80 Kg 4316.48

Kg 4316.48

Tonne 4.32

10 14.9 2.00 2.00 Nos. 4.00

3 12.00 Nos. 36.00

3 12.00 Nos. 36.00

3 12.00 Nos. 36.00

3 12.00 Nos. 36.00

Total=

Total=

Reinforcement in Superstructure-

Total=

Repairing Quantity Calculation for Br. No.223/4,Ch-222595

Post -

Rail-

Kerb-

Slab-

Dirt wall-

Raft-

Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20.

Wing Wall-

(B) Prestressed/ Reinforced cement grade M-20 & above.

Abut/Pier-

Total=

Earth work in or foundation of structures

as per drawings & technical

specification including setting out.(Upto

3m)-

Total=

PCC M15-

Total=

RCC M35 (open foundation)-

Total=

Reinforcement in foundation-

Total=

Total=

Reinforcement in Substructure-

Total=

Total=

11 14.18 Filler jointProviding & fixing 20 mmthick compressible fibre board in

expansion joint complete as per drawing

& Technical Specification.




53/510

Sl.

No.

Item

No.

Unit Qty for 2-

Lane12 14.10 2 11.5 4 0.3 m

3 27.60

13 14.11 2 11.5 4 0.3 m3 27.60

14 14.7 1 27.36 m 27.36

15 8.22 2 27.36 m 54.72

16 16.1 7.5 19.36 145.20

17 16.17 3 8.5 25.50

18 16.2 8.5 19.36 metre 164.56

19 13.8 2 28 Nos. 56.00

20 8.47 4 Nos. 4.00

21 8.51 18 Nos. 18.00

0.8 2 0.25 sqm 0.40

2 0.7+1.02

4.461 sqm 7.58

19.36 1 sqm 19.36

27.34


Studs,manufactured by Tata B.P.Solar

India Ltd. Of size (125mmx125mm)

,90mm height (frombottom of shank to

the top of stud)with detachable battery.

PCC M15 grade levelling coursebelow

approach slab complete as per drawing

and technical specification

Reinforced cement concreteapproach

slabincluding reinforcement and

formwork complete as per drawing and

Technical specification.Construction of RCC Railingof M30



tolurence of vertical RCC post not to

exceed 1 in 500, centre to centre

spacing between vertical post not to

exceed 2000 mm.




edges of the road,approaches to bridge

structures and medians, constructed

with M-20 grade concrete.

Removal of existing cement concrete

wearing coatincluding its disposalcomplete as per Technical specification

without causing any detrimental effect to

any part of the bridge structure and

removal of dismantled material with all

lifts and lead upto 1000.(Thickness

75mm.)Replacement of Expansion Joints

complete as per drawings.

Removal of existing asphaltic wearing

coatcomprising of 50 mm thick

asphaltic concrete laid over 12 mm thick

mastic asphalt including disposal with

all lift and lead upto 1000m.



abutment, wing wall/return wall with 100

mm dia AC pipe,

RPM: Providingrelfective pavement

marker with Micro prismatic lens in both

direction having thermoplastic body

adhering to the specification.22 16.28 Supplying and applying Epoxy basedbonding agentMasterbond EP of

Choksey Chemicals or euivalent @

0.50 Lit pe sqm after totally saturating

the cleaned concrete surface.Total-


54/510

Sl.

No.

Item

No.

Unit Qty for 2-

Lane23 16.53 102.564

0.6

Each 171


Nagaon NH Division,

Nagaon

Providing, placing and fixing in position

Chemical rebar fastners(of M/s Hilti or

M/s Sika or approved equivalent

conforming to Europian standard

CSTB/ETA and Civil Aid standard) of

vaious diameters in Piers.


55/510


56/510

Item


Total

Quantity

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 6

(i) TMT Corrosion Resistant Steel (CRS)

reinforcement bar of Fe-500 N/mm2

Tonne 31.64 73343.00 2,320,393.00

Super StructureFurnishing and Placing Reinforced/Prestressed cement

concrete in super-structure as per drawing and Technical

Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 orequivalent ), air entraining and water reducing

plasticiser ( Masterplast PAE or equivalent) and

accelerating plasticiser ( Masterplast ACPL or

equivalent) conforming

to IS-9103-1999.

B.'RCC Grade M25


Concrete Pump


a) Height up to 5.0 m Cum 174.280 10591.00 1,845,800.007/14.2 Reinforcement in Super Structure: Supplying,

fitting and placing TMT bar reinforcement in super-

structure including splicing complete as per

drawing and technical specifications(a) From Primary Sources:


(i) TMT Corrosion Resistant Steel (CRS)

reinforcement bar of Fe-500 N/mm2

MT 12.15 77554.00 942,437.00

8/14.18 Filler joint

(i)'Providing & fixing 2 mm thick corrugated copper

plate in expansion joint complete as per drawing &


metre 24.000 1640.00 39,360.00

ii) 'Providing & fixing 20 mm thick compressible

fibre board in expansion joint complete as per

drawing & Technical Specification.

metre 24.000 558.00 13,392.00

(i ii )'Providing and fixing in position 20 mm thick

premoulded joint fil ler in expansion joint for fixedends of simply supported spans not exceeding 10

m to cater for a horizontal movement upto 20 mm,

covered with sealant complete as per drawing and

technical specification.

metre 24.000 317.00 7,608.00

(iv)'Providing and filling joint sealing compound as

per drawings and technical specifications with

coarse sand and 6% bitumen by weight.

metre 24.00 17.00 408.00

9/14.4 Providing and laying Cement concrete wearing

coat M-30 grade including reinforcement complete

as per drawing and Technical Specifications

232.56 12993.00 3,021,653.00

10/8.22 Reinforced Cement Concrete Crash

Barrier(Provision of an Reinforced cement

concrete crash barrier at the edges of the road,approaches to bridge structures and medians,

constructed with concrete with HYSD/TMT

reinforcement conforming to IRC:21 and dowel bar

25mm dia,450mm long at expension joints fi lled

with free moulded asphalt filler board, keyed to the

structure on which it is built and installed as per

design given in the enclouser to MOST circuler No.

RW/NH - 33022/1/94-DO III dated June 1994 as

per dimension in the approved drawing and at

locations directed by the engineer, all as specified.

6/14.1


57/510

Item


Total

Quantity

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 6

B. M 40 grade concrete metre 54.72 4170.00 228,183.00

11/Analy

sis Rate

HAND RAIL

Providing and fixing hand rail over the crash barrier

consisting of MS base plate, embedded fastener

and nuts, MS vertical plates and pipe etc. as

shown in the drawing and as per specifications, All

the railing components as mentioned above to be

hot dip gal vanished with a zinc coating of at least175gm/sqm. The thickness of plates to be as

shown in the drawings and pipe to be 65NB heavy

class with a weight not less than 7.92 kg/m and

conforming to IS: 1161-1979. Item to include all

incidental works required to complete the work as

directed by the Engineer- in-charge. Management

shall be made for the length of the pipe only. (Rate

from Annexure-I)

metre 54.72 1475.00 80,712.00

12/14.7 Construction of RCC railing of M30 Grade in-situ

with 20 mm nominal size aggregate, true to line

and grade, tolurence of vertical RCC post not to

exceed 1 in 500, centre to centre spacing between

vertical post not to exceed 2000 mm, leavingadequat space between vertical posts for

expansion, complete as per approved drawings

and technical s ecifications.

metre 27.36 2044.00 55,924.00

13/14.11 Reinforced cement concrete approach slab

including reinforcement and formwork complete as

per drawing and Technical specification

a) With TATA make TMT CRS (Fe-500) grade

rebar

Cum 28.80 12025.00 346,320.00

14/14.10 PCC M15 grade levelling course below approach

slab complete as per drawing and technical

specification

Cum, 14.40 5498.00 79,172.00

15/14.9 Drainage Spouts complete as per drawing and


Each 8.00 10197.00 81,576.00

16/14.16 Painting on concrete surface (Providing and

applying 2 coats of water based cement paint to

unplastered concrete surface after cleaning the

surface of dirt, dust, oil, grease, efflorescence and

applying paint @ of 1 litre for 2 Sq.m.)

(B) For RCC Railing RM 82.08 160.00 13,133.00

17/13.9 Back filling behind Abutment ,Wing wall and

Return Wall complete as per drawing and technical

specification.

Cum

(A) Granular material Cum 506.98 1524.00 772,632.00

18/13.8 Providing weep holes in brick

mansonry/plain/reinforced concrete abutment,

wing wall/return wall with 100 mm dia AC pipe,

extending through the full width of the structure

with slope of IV:20H towards drawing foce,

complete as per drawing and technicalspecification

Each 40.00 204.00 8,160.00


58/510

Item


Total

Quantity

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 6

19/8.4 Retro reflectorised Traffic sign:

Providing and erecting of Retro-Reflectrorised

cautionary, mandatory & informatory sign as per

IRC: 67 made of high intensity encapsulated lens

type reflective sheeting vide clause 801.3, fixed

over aluminium sheeting, 2 mm thick f ixed on an

angle iron of 25x25x4mm supported on a mild steel

angle iron post 75mm x 75mm x 6mm firmly f ixedto the ground by means of properly design

foundation with M-15 grade Cement concrete

45cm x 45cm x 60cm, 60cm below ground level as

per approved drawing and sign. ( All the Steel work

must be Tata/Sail/or any other approved brand)

(V) 80cmm x 45 cm rectangular Each 17.28 5200.00 89,856.00

20/8.47 Providing Sparkle Solar Road Studs,

manufactured by Tata B.P. Solar India Ltd. Of size

(125mmx125mm), 90mm height (from


battery, m6LEDs-three on each side for Bi-

directional studs/3 LEDs on one side for

unidirectional studs, ultra bright LED in amber andred colour, weight per stud 700+25 gms, flash rate

of 50-65 times per

minute completely water resistant and weather

proof with replacement warranty and free

maintenance fro one year from the date of

installation of stud on road-(installation should be

made using adhesives and procedures

recommended by manufacturer under the

su ervision of their com etent technician .a) Bi-directional Stud Each 3500.00

b) Uni-directional Stud Each 4.00 3400.00 13,600.0020/8.51 Providing relfective pavement marker with Micro

prismatic lens in both direction having

thermoplastic body adhering to the specification

and guidelines of MoSRT&H's fixed to the road

surface using the adhesives and the procedures

recommended by the manufacturers with three

months replacement warranty and free

maintenance.

Each 60.00 298.00 17,880.00

Protection work

21/15.10 Curtain wall complete as per drawing and


A. Stone masonry in cement mortar (1:3) Cum 4333.00 0.00

B. Cement concrete Grade M15 Cum 90.70 7046.00 639,073.00

22/15.11 Flexible Apron :Construction of flexible apron 1 m

thick comprising of loose stone boulders weighing

not less than 40 kg beyond curtain wall.

Cum 206.28 1485.00 306,326.00

23/15.9 Dry rubble Flooring, Construcytion of dry rubbl

flooring at cross drainage works for relatively less

important works

Cum 256.47 1679.00 430,614.00

22,187,585.00Total-


Nagaon NH Division,

Nagaon


59/510

7,490,574.00


60/510

5,663,192.00


61/510


62/510

7,657,806.00

1,376,013.00


63/510

Sl.

No.

Item

No.

Unit Qty for 2-

Lane

2 3.5 5.5 12 m3 462.00

2 19.36 1.25 12 580.80

2 0.3 1.5 12 10.80

2 0.3 1.5 19.36 17.42

2 30.56+19.362

0.45 5.6 215.61

15 0.45 19.36 130.68

30.56 6 0.75 137.52

30.56 3 0.75 68.76

30.56 2.5 1.85 141.34

30.56 2 1.5 91.68

4 6.08+1.82

7.92 2 249.64

2106.25

PCC M-15 = 12 18.86 0.15 m3 33.95

c/wall 1 15.7 m3 15.70

1 156.75 m3 156.75

15 19.36 0.15 43.56

2 30.56+19.362

0.15 5.6 41.93

291.89

RCC M35(open

foundation)19.36 1.4 12 m

3 325.25

2 0.25 1.5 12 m3 9.00

2 0.25 1.5 18.86 m3 14.15

m/wall 2 1.2 4.5 3 m3 32.40

380.79Reinforcement in foundation =

25 mm dia 33.00 120 kg 15277.78

20 mm dia 26.8 120 kg 7940.74

12 mm dia 10 64.52 kg 573.51

12 mm dia 2 430 kg 764.44

m/wall 100 32.4 kg 3240.00

kg 27796.47

Total= Tonne 27.80

Substructure (M35) RCC

Dirt wall = 2 0.82 12 0.25 m3 4.92

Abutment cap = 2 0.7 12 0.225 m3 3.78

Abutment = 2 0.7+1.42

4.461 12 m3 112.42

Pier cap 1 0.225 12 m3 2.70

Pier 1 12 4.461 m3 53.53

M/wall 20.2+0.45

24.5 5.881 m

3 17.20

194.55

6 13.5 Substructure (M20) PCC

Wing wall 1 191.99 m3 191.99

Quantity Calculation fo Br. No.223/4 , Ch-222595

Total=

Total=

Earth work or

foundation of

structures as per

drawings & technical

specification including

setting out

12.11

12.82

12.83

12.404

13.55

Approach base

Floor apron

Total =

Total =

Total=


64/510

Reinforcement in substucture-

Dirt wall = 12 mm dia 2 6 26.55 kg 283.20

12 mm dia 2 0.95 2 86 kg 290.49

Abutment cap = 12 mm dia 2 10 13.5 kg 240.00

12 mm dia 2 1.85 86 kg 282.84

Pier Cap 12 mm dia 1 10 13.5 kg 120.00

12 mm dia 1 1.85 86 kg 141.42

Abutment 28 mm dia 2 2 110 6.512 kg 13866.54

12 mm dia 2 27.3 30 kg 1456.00

12 mm dia 2 30 110 1 kg 5866.67

Pier 28 mm dia 2 80 6.512 kg 5042.38

12 mm dia 1 27.3 30 kg 728.00

12 mm dia 1 30 60 1 kg 1600.00

m/wall 17.2 100 kg 1720.00

kg 31637.54

Tonne 31.64

8 14.1 2 87.14 m3 174.28

9 14.2 2 6.076 MT 12.15

10 14.18 2 12 Nos. 24.00

11 13.14 Elastomeric bearing = Cucm 0.00

12 8.22 2 27.36 m 54.72

13 14.7 1 27.36 27.36

14 14.16 3 27.36 m2 82.08

15 14.4 27.36 8.5 232.56

Total=

Total=

Furnished and placing

reinforcement/Prestressed cement

concrete in SuperstructureM25as per

drawing and Technical Specifications.

Reinforcement in Super Structure:


reinforcement in super-structure

including splicing complete as per

drawing and technical specification




edges of the road,approaches to bridge

structures and medians, constructed with

M-20 grade concrete.

Providing and laying Cement concrete

Wearing coatM-30 grade including

reinforcement complete as per drawing

and Technical Specifications.




tolurence of vertical RCC post not toexceed 1 in 500, centre to centre spacing

between vertical post not to exceed 2000

mm.Paintingon concrete surface (Providing

and applying 2 coats of water based

cement paint to unplastered For RCC

Railing

13.67

Filler jointProviding & fixing 20 mm

thick compressible fibre board inexpansion joint complete as per drawing

& Technical Specification.


65/510

16 14.9 2 4 Nos. 8.00

17 13.9 2 12 4.00 5.281 m3 506.98

18 14.11 2 0.3 12.00 4 m3 28.80

19 14.10 2 0.15 12.00 4 m3 14.40

20 13.8 2 20 Nos. 40.00

21 8.4 17.28 m2 17.28

22 8.51 60 Nos. 60.00

23 8.47 4 Nos. 4.00

24 15.11 206.28 206.28

25 15.9 256.47 m3

256.47

26 15.10 90.7 m3 90.70

27 AnalysisRate

2 27.36 m 54.72



Back fillingbehind Abutment ,Wing wall

and Return Wall complete as per

drawing and technical specification with

Granular Material. (A) Granular material .


Nagaon NH Division,

Nagaon


Studs,manufactured by Tata B.P. Solar

India Ltd. Of siz(125mmx125mm),90mm

height(frombottom of shank to the top of

stud)with detachable battery.

Stone apronFlexible Apron

:Construction of flexible apron 1 m thick

comprising of loose stone boulders

weighing not less than 40 kg beyond

curtain wall.

Flore apron:Dry rubble Flooring,Construcytion of dry rubbl flooring at

cross drainage works for relatively less

important works

Curtain wallcomplete as per drawing


HAND RAIL

Providing and fixing hand rail over the

crash barrier consisting of MS base

plate, embedded fastener and nuts, MS

vertical plates and pipe etc.

Reinforced cement concreteapproach

slabincluding reinforcement and

formwork complete as per drawing and


PCC M15 grade levelling coursebelowapproach slab complete as per drawing

and technical specification



abutment, wing wall/return wall with 100

mm dia AC pipe,

Sign board :Retro reflectorised Traffic

sign: Providing and erecting of Retro-

Reflectrorised cautionary, mandatory &

informatory sign as per IRC: 67 made of

high intensity encapsulated lens type

reflective sheeting vide clause 801.3

Providingrelfective pavement marker

with Micro prismatic lens in both direction

having thermoplastic body adhering to

the specification.


66/510

380.134 41.52 15783.15

490.875 33.00 16198.88


67/510


Quantity

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 6

Dismantling of Structures (Dismantling of existingstructures like culverts, bridges, retaining walls and other





material with all lift and lead of 1000 metres)

II) By Mechanical Means


Wing wall- Cm 315.52 356.00 112,326.00

(b) Prestressed/ Reinforced cement grade M-20 & above. Cm 211.17 573.00 121,003.00

FoundationExcavation 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 and backfilling with approved material.

I.Ordinary Soil

B.Mechanical means


(i) upto 3m depth Cum 386.49 54.00 20,871.00




(p) With plasticser (Master plast PL-1/SPL-2 or


(Masterplast PAE or equivalent) and acceleratingplasticiser (Masterplast ACPL or equivalent) conforming to

IS-9103-1999.

A.PCC Grade M15 Cum 8.57 6514.00 55,851.00

H.RCC Grade M35

(II) Using Batching plant Transit mixer and concrete pump Cum 80.64 9030.00 728,180.00

Reinforcement in Foundation: Supplying, fitting and placing un-

coated TMT bar reinforcement in foundation complete as per

drawing and technical specifications




bar of Fe-500 N/mm2

tonne 8.06 73279.00 590,922.00

Substructure

5/13.5 Plain/Reinforced Cement concrete, in Substructure






IS-9103-1999

H. RCC Grade M 35


1/2.4

2/12.1






3/12.8

4/12.40


68/510


Quantity

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 6

Case II : With Batching plant, Transit Mixer and concrete

Pump.

Cum 80.91 9169.00 741,905.00

Supplying, fitt ing and placing TMT bar reinforcement in


specifications

MT




bar of Fe-500 N/mm2

Tonne 8.1 73343.00 593,419.00

Super Structure

Furnished and placing reinforcement/Prestressed cement

concrete in superstructure as per drawing and Technical

Specifications.


equivalent ), air entraining and water reducing plasticiser (

Masterplast PAE or equivalent) and accelerating



B. RCC GRADE M 25


Concrete Pumpii) For T-Beam and Slab



placing TMT bar reinforcement in super-structure

including splicing complete as per drawing and technical

specifications




bar of Fe-500 N/mm2

tonne 2.7 77554.00 208,900.00

Filler joint

(i)'Providing & fixing 2 mm thick corrugated copper plate in

expansion joint complete as per drawing & TechnicalSpecification.

metre 36.00 1640.00 59,040.00




metre 36.00 558.00 20,088.00


premoulded joint fil ler in expansion joint for fixed ends of




metre 36.00 317.00 11,412.00




metre 36.00 17.00 612.00

Reinforced Cement Concrete Crash Barrier(Provisionof an Reinforced cement concrete crash barrier at the


medians, constructed with concrete with HYSD/TMT


dia,450mm long at expension joints filled with free

moulded asphalt filler board, keyed to the structure on


enclouser to MOST circuler No. RW/NH - 33022/1/94-DO


drawing and at locations directed by the engineer, all asB. M 40 grade concrete metre 46.72 4170.00 194,823.00

9/14.18

10/8.22

6/13.6

7/14.1

8/14.2


69/510


Quantity

Rate in

Rs.Amount (Rs.)

1 2 3 4 5 6





exceed 2000 mm, leaving adequat space between vertical

posts for expansion, complete as per approved drawings

and technical specifications.

metre 23.36 2044.00 47,748.00

Reinforced cement concrete approach slab including

reinforcement and formwork complete as per drawing and



13/14.10 PCC M15 grade levelling course below approach slab


Cum 27.60 5498.00 151,745.00


specification

Each 4.00 10197.00 40,788.00






Each 40.00 204.00 8,160.00

Providing Sparkle Solar Road Studs, manufactured byTata B.P. Solar India Ltd. Of size (125mmx125mm),

90mm height (from




bright LED in amber and red colour, weight per stud

700+25 gms, flash rate of 50-65 times per






their competent technician).a) Bi-directional Stud Each 3500.00

b) Uni-directional Stud Each 4.00 3400.00 13,600.00




MoSRT&H's fixed to the road surface using the adhesives

and the procedures recommended by the manufacturers

with three months replacement warranty and free

maintenance.

Each 15.00 298.00 4,470.00

18/16.1 Removal of existing cement concrete wearing coat

including its disposal complete as per Technical

specification without causing any detrimental effect to any

part of the bridge structure and removal of dismantled

material with all lifts and lead upto 1000.(Thickness75mm.)

Sqm 115.20 78.00 8,986.00

19/16.17 Replacement of Expansion Jointscomplete as per drawings. metre 25.50 3628.00 92,514.00

20/16.2 Removal of existing asphaltic wearing coatcomprising

of 50 mm thick asphaltic concrete laid over 12 mm thick

mastic asphalt including disposal with all lift and lead upto

1000m.

Sqm 130.56 59.00 7,704.00

(A)'Supplying and applying Epoxy based bonding agent

Masterbond EP of Choksey Chemicals or euivalent @

0.50 Lit pe sqm after totally saturating the cleaned

Sqm46.48 614.00 28,538.00

12/14.11

16/8.47

21/16.28


70/510


Quantity

Rate in

R

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