Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date14 Mar 2024
Closing Date30 Apr 2024
Tender Amount₹ 1,56,78,50,000 
Notes
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Costs

Summary

Construction Of Vaigai River North Bank Road Km 0 By 0 To 8 By 0 From Kamarajar Bridge

Description

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BOQ Items

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DO_NOT_SHOW

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Km 0/0-8/0

469973

204536949

435.21

... More
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification as per cl. 305 of MoRT & H Specification (Vth Revision).[For sub grade & Berms] [CBR 8% & Lead 20Km]

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-

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Km 0/0-8/0

73497

32389392

440.69

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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification No.111, 112, 401,900 - for grading- V Material

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-

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Km0/0-225(LHS)&KM 7/425-7/700(LHS)

18749

30708049

1637.85

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Foot path km 0/0-0/225 (LHS)

60.08

98402

1637.85

... More
Foot path km 0/225-7/375 (LHS)

1780.7

2916519

1637.85

... More
Foot path km -7/375-8/000 (LHS)

166.88

273324

1637.85

... More
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification No.111, 112, 401,900 - for grading- III Material

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-

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Km 0/0-8/0

12620

21871343

1733.07

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Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Vth Revision Specification No.111,112,406,900

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-

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Km 0/0-8/0

21267

41763071

1963.75

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Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification No.111,112, 501,502,900- over WMM

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Km 0/0-8/0

85067

6454883

75.88

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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification No.111, 112, 501, 503,900- over granular surfaces treated with primer

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-

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Km 0/0-8/0

85067

1455496

17.11

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Providing and laying 50mm Consolidated Dense Bituminous Macadam using VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5

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-

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Km 0/0-8/0

4254

40914291

9617.84

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Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification No.111,112, 507, 900 complete in all respects - Grading II

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-

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Km 0/0-8/0

2552

26631523

10435.55

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RIGID PAVEMENT - Construction of Dry Lean Cement Concrete Subbase over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, concrete strength not to be less than 10 Mpa at 7 days, mixed at site, compacted using vibrator, finishing and curing.

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-

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Km0/0-225(LHS)&KM 7/425-7/700(LHS)

660

3249285

4923.16

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Construction of reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M40 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (PQC)

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-

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Km0/0-225(LHS)&KM 7/425-7/700(LHS)

1364

13798292

10116.05

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Supply and fabrication of STEEL grade Fe500 D with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. For (Pavement Quality Concrete)

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Km0/0-225(LHS)&KM 7/425-7/700(LHS)

12.03

1140495

94804.27

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Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Piers and Abutments for foundation.

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Minor Bridge at km 2/850

667.94

229771

344

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Minor Bridge at km 6/200

591.14

203352

344

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Box culvert at km 0/300,0/725,1/375, 1/700,2/650, 3/325, 3/725,4/075,5/325,6/575,7/175

1598.35

179095

112.05

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PCC Retaining Wall at km0/0-0/050(LHS),0/050--0/125(LHS),Km 7/375-7/525(LHS),Km 7/525-7/600(B/S),Km 7/600-7/700(LHS)

2105.88

235963

112.05

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RCC Retaining Wall at km0/0-0/280 (CENTRE)

2205

247070

112.05

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RCC Retaining wall at Km 0/125-0/225

1519

170203

112.05

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RCC Retaining wall at Km 0/225-0/500

4603.5

515822

112.05

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RCC Retaining wall at Km 0/500-1/0

8370

937858

112.05

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RCC Retaining wall at Km 1/0-1/500

8757.5

981277

112.05

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RCC Retaining wall at Km 1/500-2/0

8757.5

981277

112.05

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RCC Retaining wall at Km 2/0-2/600

9300

1042065

112.05

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RCC Retaining wall at Km 2/600-3/0

6200

694710

112.05

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RCC Retaining wall at Km 3/0-3/600

6630

742891

112.05

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RCC Retaining wall at Km 3/600-4/0

4420

495261

112.05

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RCC Retaining wall at Km 4/0-4/675

6581.25

737429

112.05

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RCC Retaining wall at Km 4/675-5/0

3591.25

402399

112.05

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RCC Retaining wall at Km 5/0-5/125

1381.25

154769

112.05

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RCC Retaining wall at Km 5/125-5/500

5812.5

651290

112.05

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RCC Retaining wall at Km 5/500-6/0

7750

868387

112.05

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RCC Retaining wall at Km 6/0-6/500

5525

619076

112.05

... More
RCC Retaining wall at Km 6/500-6/775

4262.5

477613

112.05

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RCC Retaining wall at Km 6/775-7/0

3940.88

441575

112.05

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RCC Retaining wall at Km 7/0-7/375

3656.25

409682

112.05

... More
RCC Retaining wall at Km 7/375-7/650

2681.25

300434

112.05

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Plain Cement concrete M15 Grade using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site and cost of cement at site, including soft water, labour charges for mixing transporting, laying, compacting, curing concrete, tools and plants and all incidental chargessuch as bailing out water, maintaining protective bunds, cofferdams, shoring etc., complete for LEVELLING COURSE BELOW of Piers and Abutments.

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-

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Minor Bridge at km 2/850

31.22

206083

6601

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Minor Bridge at km 6/200

26.42

175613

6647

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Box culvert at km 0/300,0/725,1/375, 1/700,2/650, 3/325, 3/725,4/075,5/325,6/575,7/175

93.94

560525

5966.85

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PCC Retaining Wall at km0/0-0/050(LHS),0/050--0/125(LHS),Km 7/375-7/525(LHS),Km 7/525-7/600(B/S),Km 7/600-7/700(LHS)

165.13

990997

6001.32

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RCC Retaining Wall at km0/0-0/280 (CENTRE)

105

626850

5970

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RCC Retaining wall at Km 0/125-0/225

49

292530

5970

... More
RCC Retaining wall at Km 0/225-0/500

148.5

886545

5970

... More
RCC Retaining wall at Km 0/500-1/0

270

1611900

5970

... More
RCC Retaining wall at Km 1/0-1/500

282.5

1689915

5982

... More
RCC Retaining wall at Km 1/500-2/0

282.5

1689915

5982

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RCC Retaining wall at Km 2/0-2/600

300

1797900

5993

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RCC Retaining wall at Km 2/600-3/0

200

1198600

5993

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RCC Retaining wall at Km 3/0-3/600

255

1531275

6005

... More
RCC Retaining wall at Km 3/600-4/0

170

1020850

6005

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RCC Retaining wall at Km 4/0-4/675

253.13

1522800

6016

... More
RCC Retaining wall at Km 4/675-5/0

138.13

830960

6016

... More
RCC Retaining wall at Km 5/0-5/125

53.13

320237

6028

... More
RCC Retaining wall at Km 5/125-5/500

187.5

1130250

6028

... More
RCC Retaining wall at Km 5/500-6/0

250

1507000

6028

... More
RCC Retaining wall at Km 6/0-6/500

212.5

1283287

6039

... More
RCC Retaining wall at Km 6/500-6/775

137.5

830362

6039

... More
RCC Retaining wall at Km 6/775-7/0

127.13

767707

6039

... More
RCC Retaining wall at Km 7/0-7/375

140.63

850921

6051

... More
RCC Retaining wall at Km 7/375-7/650

103.13

624009

6051

... More
Vibrated Cement Concrete M20 Nominal mix using 40mm ISS HBG metalincluding cost and conveyance of all materials to site, complying to thereguired standard and specifications including cost and formwork, mixing,laying, compacting using vibrator including hire and fuel charges for alltools and plants engaged in curing and all other incidental charges such asbailing out water wherever necessary forming protective bunds cofferdams etc., as per MORTH Specification no. 111,112,1000, 1500,1700,2100,900 complete for Footings

-

-

-

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PCC Retaining Wall at km0/0-0/050(LHS),0/050--0/125(LHS),Km 7/375-7/525(LHS),Km 7/525-7/600(B/S),Km 7/600-7/700(LHS)

463.88

3082004

6643.97

... More
Plain Cement concrete M20 Grade using 20mm ISS size hard broken granite metal including cost and conveyance of all materials to site and cost of cement at site, including soft water, labour charges for mixing transporting, laying, compacting, curing concrete, tools and plants and all incidental chargessuch as bailing out water, maintaining protective bunds, cofferdams, shoring etc., complete for Below Levelling Course for Kerb Wall

-

-

-

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Foot path km 0/0-0/225 (LHS)

3.71

24403

6577.75

... More
Foot path km 0/225-7/375 (LHS)

110.04

728961

6624.51

... More
Foot path km -7/375-8/000 (LHS)

10.31

68655

6659.08

... More
Vibrated Cement concrete M20 Grade using 20mm ISS size hard broken granite metal including cost and conveyance of all materials to site and cost of cement at site, including soft water, labour charges for mixing transporting, laying, compacting, curing concrete, tools and plants and all incidental chargessuch as bailing out water, maintaining protective bunds, cofferdams, shoring etc., complete for Kerb Wall

-

-

-

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Foot path km 0/0-0/225 (LHS)

11.91

103606

8699.15

... More
Foot path km 0/225-7/375 (LHS)

355.25

3147404

8859.69

... More
Foot path km -7/375-8/000 (LHS)

33.09

290545

8780.47

... More
Vibrated Cement concrete M20 Grade using 20mm ISS size hard broken granite metal including cost and conveyance of all materials to site and cost of cement at site, including soft water, labour charges for mixing transporting, laying, compacting, curing concrete, tools and plants and all incidental chargessuch as bailing out water, maintaining protective bunds, cofferdams, shoring etc., complete for Chute Drain

-

-

-

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Foot path km 0/225-7/375 (LHS)

149.01

1119819

7515.06

... More
Vibrated Cement concrete M20 Grade using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site and cost of cement at site, including soft water, labour charges for mixing transporting, laying, compacting, curing concrete, tools and plants and all incidental chargessuch as bailing out water, maintaining protective bunds, cofferdams, shoring etc., complete for Core Wall and Cut Parapet

-

-

-

... More
Foot path km 0/225-7/375 (LHS)

3400.87

28805606

8470.07

... More
Vibrated Cement concrete M20 Grade using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site and cost of cement at site, including soft water, labour charges for mixing transporting, laying, compacting, curing concrete, tools and plants and all incidental chargessuch as bailing out water, maintaining protective bunds, cofferdams, shoring etc., complete for Core Wall and Sloped portion

-

-

-

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Foot path km 0/225-7/375 (LHS)

2107.11

12999836

6169.51

... More
Vibrated Reinforced cement concete of Grade M30 using 20mm, 12mm ISS Graded HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working art depths, Tools and plants and incidential charges etc., complete as per relevant standard specifications FOOTINGS OF RETAINING WALLS.

-

-

-

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RCC Retaining Wall at km0/0-0/280 (CENTRE)

491.4

4368054

8889

... More
RCC Retaining wall at Km 0/125-0/225

228

2014380

8835

... More
RCC Retaining wall at Km 0/225-0/500

688.88

6065544

8805

... More
RCC Retaining wall at Km 0/500-1/0

1252.5

11024505

8802

... More
RCC Retaining wall at Km 1/0-1/500

1305

11491830

8806

... More
RCC Retaining wall at Km 1/500-2/0

1305

11491830

8806

... More
RCC Retaining wall at Km 2/0-2/600

1395

12331800

8840

... More
RCC Retaining wall at Km 2/600-3/0

930

8223060

8842

... More
RCC Retaining wall at Km 3/0-3/600

1179

10481310

8890

... More
RCC Retaining wall at Km 3/600-4/0

786

6989112

8892

... More
RCC Retaining wall at Km 4/0-4/675

1174.5

10492983

8934

... More
RCC Retaining wall at Km 4/675-5/0

638.63

5686317

8904

... More
RCC Retaining wall at Km 5/0-5/125

245.63

2191957

8924

... More
RCC Retaining wall at Km 5/125-5/500

871.88

7739634

8877

... More
RCC Retaining wall at Km 5/500-6/0

1162.5

10316025

8874

... More
RCC Retaining wall at Km 6/0-6/500

982.5

8769795

8926

... More
RCC Retaining wall at Km 6/500-6/775

639.38

5684043

8890

... More
RCC Retaining wall at Km 6/775-7/0

590.63

5237071

8867

... More
RCC Retaining wall at Km 7/0-7/375

652.5

5853577

8971

... More
RCC Retaining wall at Km 7/375-7/650

482.63

4329673

8971

... More
Vibrated Cement Concrete M20 Nominal mix using 40mm 155 HBG metalincluding cost and conveyance of all materials to site, complying to therequired standard and specifications including cost and formwork, mixinglaying, compacting using vibrator including hire and fuel charges for alltools and plants engaged in curing and all other incidental charges such asbailing out water wherever necessary forming protective bunds cofferdams etc, as per MORTH Specification no. 111,112,1000, 1500,1700,2100,900 complete for Stem below sill Level

-

-

-

... More
PCC Retaining Wall at km0/0-0/050(LHS),0/050--0/125(LHS),Km 7/375-7/525(LHS),Km 7/525-7/600(B/S),Km 7/600-7/700(LHS)

932.27

6478111

6948.75

... More
Vibrated Reinforced cement concete of Grade M30 using 20mm, 12mm ISS Graded HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working art depths, Tools and plants and incidential charges etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS BELOW SILL LEVELS

-

-

-

... More
RCC Retaining Wall at km0/0-0/280 (CENTRE)

269.78

2955439

10955

... More
RCC Retaining wall at Km 0/125-0/225

172.99

1878844

10861

... More
RCC Retaining wall at Km 0/225-0/500

483.3

5226406

10814

... More
RCC Retaining wall at Km 0/500-1/0

878.71

9500612

10812

... More
RCC Retaining wall at Km 1/0-1/500

836.48

9146908

10935

... More
RCC Retaining wall at Km 1/500-2/0

836.48

9146908

10935

... More
RCC Retaining wall at Km 2/0-2/600

1042.04

11317596

10861

... More
RCC Retaining wall at Km 2/600-3/0

694.7

7546526

10863

... More
RCC Retaining wall at Km 3/0-3/600

690.63

7812406

11312

... More
RCC Retaining wall at Km 3/600-4/0

460.42

5208731

11313

... More
RCC Retaining wall at Km 4/0-4/675

764.01

8686029

11369

... More
RCC Retaining wall at Km 4/675-5/0

374.1

4237056

11326

... More
RCC Retaining wall at Km 5/0-5/125

143.89

1632432

11345

... More
RCC Retaining wall at Km 5/125-5/500

651.28

7097649

10898

... More
RCC Retaining wall at Km 5/500-6/0

868.37

9452207

10885

... More
RCC Retaining wall at Km 6/0-6/500

575.53

6530538

11347

... More
RCC Retaining wall at Km 6/500-6/775

477.6

5211093

10911

... More
RCC Retaining wall at Km 6/775-7/0

419.13

4509419

10759

... More
RCC Retaining wall at Km 7/0-7/375

424.45

4841276

11406

... More
RCC Retaining wall at Km 7/375-7/650

349.32

3879547

11106

... More
Vibrated Reinforced Cement Concrete of grade M35 using 20mm,12mm 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 Footing Under Abutment, Wing Wall & Piers Below Sill Level.

-

-

-

... More
Minor Bridge at km 2/850

433.32

3926745

9062

... More
Minor Bridge at km 6/200

362.22

3315761

9154

... More
Vibrated Reinforced Cement Concrete of grade M35 using 20mm,12mm 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 including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, ABOVE SILL LEVEL.

-

-

-

... More
Minor Bridge at km 2/850

237.91

2794490

11746

... More
Minor Bridge at km 6/200

154.61

1811874

11719

... More
Vibrated Reinforced cement concete of Grade M30 using 20mm, 12mm ISS Graded HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working art depths, Tools and plants and incidential charges etc., complete as per relevant standard specifications for STEM OF RETAINING WALLS ABOVE SILL LEVELS

-

-

-

... More
RCC Retaining Wall at km0/0-0/280 (CENTRE)

427.41

5161830

12077

... More
RCC Retaining wall at Km 0/125-0/225

205.51

2610182

12701

... More
RCC Retaining wall at Km 0/225-0/500

706.08

8878249

12574

... More
RCC Retaining wall at Km 0/500-1/0

1283.79

16138524

12571

... More
RCC Retaining wall at Km 1/0-1/500

1428.52

18035065

12625

... More
RCC Retaining wall at Km 1/500-2/0

1428.52

18035065

12625

... More
RCC Retaining wall at Km 2/0-2/600

1290.46

16352709

12672

... More
RCC Retaining wall at Km 2/600-3/0

860.3

10903442

12674

... More
RCC Retaining wall at Km 3/0-3/600

998.37

12953850

12975

... More
RCC Retaining wall at Km 3/600-4/0

665.58

8637231

12977

... More
RCC Retaining wall at Km 4/0-4/675

839.12

10984080

13090

... More
RCC Retaining wall at Km 4/675-5/0

540.78

7024732

12990

... More
RCC Retaining wall at Km 5/0-5/125

207.99

2706365

13012

... More
RCC Retaining wall at Km 5/125-5/500

806.53

10250189

12709

... More
RCC Retaining wall at Km 5/500-6/0

1075.38

13646572

12690

... More
RCC Retaining wall at Km 6/0-6/500

831.97

10824761

13011

... More
RCC Retaining wall at Km 6/500-6/775

591.46

7525145

12723

... More
RCC Retaining wall at Km 6/775-7/0

632.75

7925826

12526

... More
RCC Retaining wall at Km 7/0-7/375

466.17

6119413

13127

... More
RCC Retaining wall at Km 7/375-7/650

351.92

4281106

12165

... More
Vibrated Reinforced Cement Concrete of grade M35 using 20mm,12mm 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 including all other incidental charges etc; complete as per relevant standard specifications, for Circular Column Pier Below SILL LEVEL.

-

-

-

... More
Minor Bridge at km 2/850

7.46

86558

11603

... More
Minor Bridge at km 6/200

7.46

86901

11649

... More
Vibrated Reinforced Cement Concrete of grade M35 using 20mm,12mm 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 including all other incidental charges etc; complete as per relevant standard specifications, for Circular Column Pier Above SILL LEVEL.

-

-

-

... More
Minor Bridge at km 2/850

11.87

147555

12431

... More
Minor Bridge at km 6/200

7.19

89709

12477

... More
Vibrated Cement Concrete M20 Nominal mix using 40mm 155 HBG metalincluding cost and conveyance of all materials to site, complying to therequired standard and specifications including cost and formwork, mixing,laying, compacting using vibrator including hire and fuel charges for alltools and plants engaged in curing and all other incidental charges such asbailing out water wherever necessary forming protective bunds cofferdams etc., as per MORTH Specification no. 111,112,1000, 1500,1700,2100,900 complete for Stem above sill level

-

-

-

... More
PCC Retaining Wall at km0/0-0/050(LHS),0/050--0/125(LHS),Km 7/375-7/525(LHS),Km 7/525-7/600(B/S),Km 7/600-7/700(LHS)

993.73

8506259

8559.93

... More
Vibrated cement concete M20 using 40mm size ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working art depths, Tools and plants and incidential charges etc., complete for Wing wall and Parapet

-

-

-

... More
Box culvert at km 0/300,0/725,1/375, 1/700,2/650, 3/325, 3/725,4/075,5/325,6/575,7/175

283.8

2808147

9894.81

... More
PCC Retaining Wall at km0/0-0/050(LHS),0/050--0/125(LHS),Km 7/375-7/525(LHS),Km 7/525-7/600(B/S),Km 7/600-7/700(LHS)

100.8

854035

8472.57

... More
Vibrated reinforced Cement Concrete of grade M 35 using 20mm,12mm 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 RCC Capping beam above column pier

-

-

-

... More
Minor Bridge at km 2/850

19.72

229954

11661

... More
Minor Bridge at km 6/200

19.72

235930

11964

... More
Vibrated Reinforced Cement Concrete of grade M35 using 20mm,12mm 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 OVER ABUTMENTS.

-

-

-

... More
Minor Bridge at km 2/850

3.26

50728

15561

... More
Minor Bridge at km 6/200

3.26

50878

15607

... More
Providing and fixing Class I PVC seepage pipes of 100mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V)

-

-

-

... More
Minor Bridge at km 2/850

176

31240

177.5

... More
Minor Bridge at km 6/200

132

23430

177.5

... More
PCC Retaining Wall at km0/0-0/050(LHS),0/050--0/125(LHS),Km 7/375-7/525(LHS),Km 7/525-7/600(B/S),Km 7/600-7/700(LHS)

482.56

85654

177.5

... More
RCC Retaining Wall at km0/0-0/280 (CENTRE)

170

30175

177.5

... More
RCC Retaining wall at Km 0/125-0/225

220

39050

177.5

... More
RCC Retaining wall at Km 0/225-0/500

606

107565

177.5

... More
RCC Retaining wall at Km 0/500-1/0

1100

195250

177.5

... More
RCC Retaining wall at Km 1/0-1/500

1100

195250

177.5

... More
RCC Retaining wall at Km 1/500-2/0

1100

195250

177.5

... More
RCC Retaining wall at Km 2/0-2/600

1320

234300

177.5

... More
RCC Retaining wall at Km 2/600-3/0

880

156200

177.5

... More
RCC Retaining wall at Km 3/0-3/600

1320

234300

177.5

... More
RCC Retaining wall at Km 3/600-4/0

880

156200

177.5

... More
RCC Retaining wall at Km 4/0-4/675

1486

263765

177.5

... More
RCC Retaining wall at Km 4/675-5/0

716

127090

177.5

... More
RCC Retaining wall at Km 5/0-5/125

276

48990

177.5

... More
RCC Retaining wall at Km 5/125-5/500

826

146615

177.5

... More
RCC Retaining wall at Km 5/500-6/0

1100

195250

177.5

... More
RCC Retaining wall at Km 6/0-6/500

1100

195250

177.5

... More
RCC Retaining wall at Km 6/500-6/775

606

107565

177.5

... More
RCC Retaining wall at Km 6/775-7/0

496

88040

177.5

... More
RCC Retaining wall at Km 7/0-7/375

826

146615

177.5

... More
RCC Retaining wall at Km 7/375-7/650

156

27690

177.5

... More
Foot path km 0/0-0/225 (LHS)

67.5

11981

177.5

... More
Foot path km -7/375-8/000 (LHS)

187.5

33281

177.5

... More
Providing and fixing Kraft Paper for full width of seating of deck slab and including including cost and conveyance to work site Labour for fixing the same in correct position and all other incidental charges etc., compelte.

-

-

-

... More
Minor Bridge at km 2/850

37.51

3751

100

... More
Minor Bridge at km 6/200

37.51

3751

100

... More
Vibrated Reinforced Cement Concrete M-35 Grade using 20mm,12mm 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 and cost of formworks including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for DECK SLAB

-

-

-

... More
Minor Bridge at km 2/850

256.86

2707818

10542

... More
Minor Bridge at km 6/200

256.86

2719633

10588

... More
Vibrated Reinforced Cement Concrete M-25 Grade using 20mm,12mm 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 and cost of formworks including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for Box Cuvert

-

-

-

... More
Box culvert at km 0/300,0/725,1/375, 1/700,2/650, 3/325, 3/725,4/075,5/325,6/575,7/175

601.33

7523792

12511.92

... More
Add Supply and fixed of high quality PVC Pipe of 150mm dia including cost and Conveyance of Pipe to Site for providing utility services to footpath

-

-

-

... More
Minor Bridge at km 2/850

120.96

50766

419.7

... More
Minor Bridge at km 6/200

120.96

50766

419.7

... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

-

-

-

... More
Minor Bridge at km 2/850

161.47

214432

1328

... More
Minor Bridge at km 6/200

112.32

153092

1363

... More
RCC Retaining Wall at km0/0-0/280 (CENTRE)

504

660552

1310.62

... More
RCC Retaining wall at Km 0/125-0/225

237

310616

1310.62

... More
RCC Retaining wall at Km 0/225-0/500

792

1038011

1310.62

... More
RCC Retaining wall at Km 0/500-1/0

1440

1887292

1310.62

... More
RCC Retaining wall at Km 1/0-1/500

1215

1602815

1319.19

... More
RCC Retaining wall at Km 1/500-2/0

1215

1602815

1319.19

... More
RCC Retaining wall at Km 2/0-2/600

1476

1959773

1327.76

... More
RCC Retaining wall at Km 2/600-3/0

984

1306515

1327.76

... More
RCC Retaining wall at Km 3/0-3/600

1224

1635667

1336.33

... More
RCC Retaining wall at Km 3/600-4/0

816

1090445

1336.33

... More
RCC Retaining wall at Km 4/0-4/675

1053

1416179

1344.9

... More
RCC Retaining wall at Km 4/675-5/0

663

891668

1344.9

... More
RCC Retaining wall at Km 5/0-5/125

255

345134

1353.47

... More
RCC Retaining wall at Km 5/125-5/500

922.5

1248576

1353.47

... More
RCC Retaining wall at Km 5/500-6/0

1230

1664768

1353.47

... More
RCC Retaining wall at Km 6/0-6/500

1020

1387240

1360.04

... More
RCC Retaining wall at Km 6/500-6/775

676.5

920067

1360.04

... More
RCC Retaining wall at Km 6/775-7/0

688.5

936387

1360.04

... More
RCC Retaining wall at Km 7/0-7/375

585

800636

1368.61

... More
RCC Retaining wall at Km 7/375-7/650

429

587133

1368.61

... More
Filling behind Abutment and Wings with clean gritty gravel of Ø value not less than 35° 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 as per standard specifications.

-

-

-

... More
Minor Bridge at km 2/850

473.55

215716

455.53

... More
Minor Bridge at km 6/200

329.37

165258

501.74

... More
Filling below the Levelling Course Gravel/Quarry Dust filling with Good Clean gritty Gravel/Quarry Dust of granular materials shaped concentrically to fit the lower part of the pipe including cost and conveyance of all materials to site and labour charges etc., complete as per standard specification 2907

-

-

-

... More
Foot path km 0/0-0/225 (LHS)

128.69

49191

382.25

... More
Foot path km 0/225-7/375 (LHS)

3464.72

1419530

409.71

... More
Foot path km -7/375-8/000 (LHS)

357.47

153733

430.06

... More
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 sealent etc,complete.

-

-

-

... More
Minor Bridge at km 2/850

47

27918

594

... More
Minor Bridge at km 6/200

47

27918

594

... More
RCC Retaining Wall at km0/0-0/280 (CENTRE)

50

29700

594

... More
RCC Retaining wall at Km 0/125-0/225

27.6

16394

594

... More
RCC Retaining wall at Km 0/225-0/500

78

46332

594

... More
RCC Retaining wall at Km 0/500-1/0

132.6

78764

594

... More
RCC Retaining wall at Km 1/0-1/500

142.8

84823

594

... More
RCC Retaining wall at Km 1/500-2/0

142.8

84823

594

... More
RCC Retaining wall at Km 2/0-2/600

142

84348

594

... More
RCC Retaining wall at Km 2/600-3/0

99.4

59043

594

... More
RCC Retaining wall at Km 3/0-3/600

118

70092

594

... More
RCC Retaining wall at Km 3/600-4/0

82.6

49064

594

... More
RCC Retaining wall at Km 4/0-4/675

117.3

69676

594

... More
RCC Retaining wall at Km 4/675-5/0

64.9

38550

594

... More
RCC Retaining wall at Km 5/0-5/125

29.5

17523

594

... More
RCC Retaining wall at Km 5/125-5/500

92.3

54826

594

... More
RCC Retaining wall at Km 5/500-6/0

120.7

71695

594

... More
RCC Retaining wall at Km 6/0-6/500

100.3

59578

594

... More
RCC Retaining wall at Km 6/500-6/775

71

42174

594

... More
RCC Retaining wall at Km 6/775-7/0

64.8

38491

594

... More
RCC Retaining wall at Km 7/0-7/375

66.3

39382

594

... More
RCC Retaining wall at Km 7/375-7/650

51

30294

594

... More
Vibrated Cement Concrete of grade M 15 using 20mm 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 BASECOURSE BELOW APPROACH SLAB

-

-

-

... More
Minor Bridge at km 2/850

19.62

129511

6601

... More
Minor Bridge at km 6/200

19.62

130414

6647

... More
Vibrated reinforced cement concrete M 35 Grade using 20mm&12mmISS 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 but including cost of form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete working at heights, hire chargs for tools and plants, including all other incidental charges etc., complete as per standard specifications for Approach Slab

-

-

-

... More
Minor Bridge at km 2/850

35.57

318636

8958

... More
Minor Bridge at km 6/200

35.57

320307

9005

... More
Vibrated cement Concrete M35 using 20mm,12mm IRC Metal 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 coat of 75mm uniform thickness over deck slab and approach slab.

-

-

-

... More
Minor Bridge at km 2/850

285.18

176098

617.5

... More
Minor Bridge at km 6/200

285.18

177096

621

... More
Vibrated Reinforced Cement Concrete M-40 using 20mm, 12mm ISS size HBG 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 CRASH BARRIER

-

-

-

... More
Minor Bridge at km 2/850

23.74

305557

12871

... More
Minor Bridge at km 6/200

23.74

306673

12918

... More
RCC Retaining Wall at km0/0-0/280 (CENTRE)

73.08

933012

12767

... More
RCC Retaining wall at Km 7/375-7/650

71.78

925682

12897

... More
Vibrated Cement Concrete M20 grade using 20mm, 12mm ISS size hard granite broken metal including cost and form work and centering conveyance of all materials to site and cement at sitel including labour charges for mixing,transporting, laying, and curing concrete,working at heights for PCC PARAPET OVER WINGS.

-

-

-

... More
Minor Bridge at km 2/850

6.3

62294

9888

... More
Minor Bridge at km 6/200

6.3

62590

9935

... More
Providing and fixing G.I Drainage spouts of 100mm Dia as per GOI drawing No. SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond bottom of deck slab including cost and conveyance of all materials to site and fixing them in position etc., complete.

-

-

-

... More
Minor Bridge at km 2/850

8

18168

2271

... More
Minor Bridge at km 6/200

8

18168

2271

... More
Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe.500, conforming to IS:1786 2008, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication labour charges for cleaning, 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.500 grade.

-

-

-

... More
Minor Bridge at km 2/850

90

8532450

94805

... More
Minor Bridge at km 6/200

80

7584400

94805

... More
Box culvert at km 0/300,0/725,1/375, 1/700,2/650, 3/325, 3/725,4/075,5/325,6/575,7/175

39.21

3717275

94804.27

... More
RCC Retaining Wall at km0/0-0/280 (CENTRE)

85.66

8120996

94805

... More
RCC Retaining wall at Km 0/125-0/225

28.94

2743656

94805

... More
RCC Retaining wall at Km 0/225-0/500

114.32

10838107

94805

... More
RCC Retaining wall at Km 0/500-1/0

207.85

19705219

94805

... More
RCC Retaining wall at Km 1/0-1/500

281.13

26652529

94805

... More
RCC Retaining wall at Km 1/500-2/0

281.13

26652529

94805

... More
RCC Retaining wall at Km 2/0-2/600

187.63

17788262

94805

... More
RCC Retaining wall at Km 2/600-3/0

125.09

11859157

94805

... More
RCC Retaining wall at Km 3/0-3/600

127.15

12054455

94805

... More
RCC Retaining wall at Km 3/600-4/0

84.77

8036619

94805

... More
RCC Retaining wall at Km 4/0-4/675

106.29

10076823

94805

... More
RCC Retaining wall at Km 4/675-5/0

65.84

6241961

94805

... More
RCC Retaining wall at Km 5/0-5/125

26.43

2505696

94805

... More
RCC Retaining wall at Km 5/125-5/500

117.27

11117782

94805

... More
RCC Retaining wall at Km 5/500-6/0

156.36

14823709

94805

... More
RCC Retaining wall at Km 6/0-6/500

105.96

10045537

94805

... More
RCC Retaining wall at Km 6/500-6/775

86

8153230

94805

... More
RCC Retaining wall at Km 6/775-7/0

108.37

10274017

94805

... More
RCC Retaining wall at Km 7/0-7/375

59.05

5598235

94805

... More
RCC Retaining wall at Km 7/375-7/650

72.56

6879050

94805

... More
Providing and laying of 60mm thick Hi.strength type of interlocking colour paver block of minimum compressive strength 40 N sq.mm in uniform shape of approved make to be laid in herring Bone bond patern with approved non skitting surface in top as directed by the engineer the rate is inclusive of providing transporting loading and unloading and laying asper MORTH specification etc., complete for paved blocked portion,IRC SP 63:2004

-

-

-

... More
Foot path km 0/0-0/225 (LHS)

300.38

236098

786

... More
Foot path km 0/225-7/375 (LHS)

8903.52

6998163

786

... More
Foot path km -7/375-8/000 (LHS)

834.38

655822

786

... More
Providing and Fixing of FRP gratings of 600 x 100mm size with M.S.flats of 25x10mm for outer frames, 25x6mm for inner braces and PVC pipe 150mm dia fixed with mild steel grating, including cost and conveyance of pipes and gratings and fixing them in position (At 15m interval)

-

-

-

... More
Foot path km 0/225-7/375 (LHS)

473

461175

975

... More
Calculation of SubTotal, GST and Total Amount carried out by system automatically

-

-

-

... More
Basic cost of value put to tender as per estimate

1

-

1328677785

... More
Add GST at 18%

1

-

239162001

... More
Total Value put to Tender

1

-

1567839786

... More
Excess/Less Percentage

1

-

-

... More
Final Value

1

-

-

... More
Add GST at 18% of Final Value

1

-

-

... More
Total Value of Contract Including 18% of GST

1

-

-

... More
Basic cost of value put to tender as per Estimate

-

1328677785

-

... More
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )

-

-

-



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