Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date24 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 5,96,94,000 
Notes
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Costs

Summary

Mdu No 010 Tn No 06 2024 25 Hdo Dated 16 08 2024

Description

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BOQ Items

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DO_NOT_SHOW

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Road B (Km 0/0 - 2/0)

31.97

118543

3707.96

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Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification No 111,112,301,305,900 a) box cutting for widening portion

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-

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Road A (Km 0/0 - 5/2)

5646.42

695977

123.26

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Road B (Km 0/0 - 2/0)

2085.98

257117

123.26

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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- for grading- III Material as per MORTH Specification No 111,112,401,900

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-

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Road A (Km 0/0 - 5/2)

796.86

1592365

1998.3

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Road B (Km 0/0 - 2/0)

344.61

729573

2117.1

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Granular sub-base with graded material (Table: 400-1) – Plant Mix Method Construction of granular sub-base by pro viding 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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Road A (Km 0/0 - 5/2)

1244.11

2375540

1909.43

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Road B (Km 0/0 - 2/0)

658.73

1336055

2028.23

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Road C (Approach Road)

18.75

38029

2028.23

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Road D (Approach Road)

80.63

163536

2028.23

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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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Road A (Km 0/0 - 5/2)

1992.19

4217864

2117.2

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Road B (Km 0/0 - 2/0)

861.54

1824052

2117.2

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Road C (Approach Road)

31.25

66162

2117.2

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Road D (Approach Road)

134.38

284509

2117.2

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Road D (Diversion Road)

74.25

157202

2117.2

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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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Road A (Km 0/0 - 5/2)

7950.85

650618

81.83

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Road B (Km 0/0 - 2/0)

3437.34

281311

81.84

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Road C (Approach Road)

125

10231

81.85

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Road D (Approach Road)

537.5

43994

81.85

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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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Road A (Km 0/0 - 5/2)

7950.85

150271

18.9

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Road B (Km 0/0 - 2/0)

3437.34

64965

18.9

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Road C (Approach Road)

125

2362

18.9

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Road D (Approach Road)

537.5

10158

18.9

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Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

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-

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Road A (Km 0/0 - 5/2)

60.9

1302

21.39

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Road B (Km 0/0 - 2/0)

31.9

682

21.39

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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 0.20 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 bituminous surfaces

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-

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Road A (Km 0/0 - 5/2)

29730.45

806289

27.12

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Road B (Km 0/0 - 2/0)

8156.12

221193

27.12

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Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification No 111,112,501,504,900 - Grading II (Table 500-7).- For using cmp plant

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-

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Road A (Km 0/0 - 5/2)

397.52

3374801

8489.64

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Road B (Km 0/0 - 2/0)

171.88

1459199

8489.64

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Road C (Approach Road)

25

212241

8489.64

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Road D (Approach Road)

26.88

228201

8489.64

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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) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II

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Road A (Km 0/0 - 5/2)

1132.91

12233026

10797.88

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Road B (Km 0/0 - 2/0)

348.77

3765976

10797.88

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Road C (Approach Road)

15

161968

10797.88

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Road D (Approach Road)

16.13

174169

10797.88

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Excavation Re-Filling the Excavated Earth Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer including compaction by power roller rolling as per MORTH Specification no.111,112, 301,305,900 for berms.

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-

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Road A (Km 0/0 - 5/2)

790

21045

26.64

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Road B (Km 0/0 - 2/0)

555

14785

26.64

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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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 111,112,304 for foundation.

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-

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Road C (Slab Culvert)

180.55

69872

387

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Road D (Minor Bridge)

148.28

60053

405

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Earth work 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, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation, for Foundation of Abutment and Piers.

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-

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Road A (Box culvert)

345.48

100189

290

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Road B (Box culvert)

107.24

31099

290

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Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the linesgrades and cross sections shown in the drawings or as indicated by the Engineer for Carted Earth with a lead of 1 km for filling of Approach Road

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-

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Road D (Approach Road)

562.5

103106

183.3

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Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts all other incidental charges such as shoring, strutting, balling out water and forming protective bunds, wherever necessary etc., completes as per standard specification 111, 112, 2903 for Foundation SS20B

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-

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Road D (Minor Bridge)

160.18

19743

123.26

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Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the linesgrades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 2 km for formation of Diversion road

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-

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Road C (Approach Road)

-

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-

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100% Compaction

17.5

3356

191.81

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98% Compaction

205

38431

187.47

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Road D (Approach Road & Diversion Road)

-

-

-

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100% Compaction

50

9590

191.81

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98% Compaction

922.5

172941

187.47

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Earth work 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, 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 foundation of Body wall and pipes.

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-

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Road A (Pipe Culvert)

41.11

10134

246.52

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Earthwork excavation in soft desintegrated rock depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.

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-

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Road D (Minor Bridge)

88.97

47005

528.33

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Plain Cement Concrete M10 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Levelling course below the body wall.

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-

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Road A (Box Culvert)

27.7

167463

6045.62

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Road A (Pipe Culvert)

1.93

10397

5387.42

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Road B (Box culvert)

9.87

60545

6134.26

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Vibrated Cement Concrete M15 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete standard specification 111, 112,1000,1500,1700,2200 & 900 for Foundation/Below Sill Level

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-

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Road C (Slab Culvert)

32.83

201641

6142

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Vibrated Cement Concrete of grade M20 Nominal Mix (1:1.5:3) using 40mm 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL.

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-

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Road D (Minor Bridge)

155.93

1102535

7070.71

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Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm 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 and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL.

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-

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Road D (Minor Bridge)

133.35

1144169

8580.2

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Vibrated Cement Concrete M20 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Body wall.

-

-

-

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Road A (Pipe Culvert)

19.12

170810

8933.6

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Supply of 1000mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification.

-

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-

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Road A (Pipe Culvert)

2.5

10692

4276.8

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Road D (Diversion Road)

7.5

32076

4276.8

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Laying and fixing of 1000 mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes

-

-

-

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Road A (Pipe Culvert)

2.5

665

266.2

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Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB.

-

-

-

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Road D (Minor Bridge)

8.74

53641

6137.5

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Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB.

-

-

-

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Road D (Minor Bridge)

21.82

199193

9128.92

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Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for RCC CRASH BARRIERS OVER DECK SLAB. -1RM(For Estimate Purpose, mix 1:1.5:3)

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-

-

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Road D (Minor Bridge)

10.42

106066

10179.08

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Vibrated Cement Concrete M20 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete standard specification 111, 112,1000,1500,1700,2200 & 900 for Footing/Below Sill Level

-

-

-

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Road C (Slab Culvert)

101

676801

6701

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Vibrated Cement Concrete M20 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cement complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete 111, 112,1000,1500,1700,2200 & 900 for Above Sill Level

-

-

-

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Road C (Slab Culvert)

41.25

379747

9206

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Vibrated reinforced Cement Concrete M25 (Design mix) using 20 mm ISS 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 form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Box Cell.

-

-

-

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Road A (Box culvert)

99.74

1105412

11082.94

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Road B (Box culvert)

44.68

576401

12900.67

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Vibrated cement concrete M20 (Nominalmix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for form work, centering, labour charges forl aying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet.

-

-

-

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Road A (Box culvert)

64.01

586627

9164.62

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Road B (Box culvert)

80.05

695586

8689.4

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Vibrated Cement Concrete M20 grade, Nominal Mix using 40mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for PCC PARAPETS OVER WINGS.

-

-

-

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Road D (Minor Bridge)

6.3

72869

11566.64

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Vibrated Reinforced Cement Concrete [Design Mix] M25 grade using ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per standard specification 111,112,1000, 1500,1700,2200, 2300 & 900 for BED BLOCK OVER PIER AND DIRT WALL CUM BED BLOCK OVER ABUTMENT.

-

-

-

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Road C (Slab Culvert)

6.37

89447

14042

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Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.

-

-

-

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Road D (Minor Bridge)

6.8

80269

11804.31

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Vibrated Reinforced Cement Concrete M25 (Design Mix) using crushed ISS size HBG graded metal of including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges for formwork and centering, labour charges compacting, finishing and curing including all incidental charges etc., completed as per standard specification 1000,1500,1600,1700,2300 & 900 for DECK SLAB, KERB

-

-

-

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Road C (Slab Culvert)

21.12

233882

11074

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Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB.

-

-

-

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Road D (Minor Bridge)

82.32

911221

11069.26

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Vibrated Cement Concrete M30 Grade (Design mix) Using IRC size hard granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete standard specification 1000,1500,1600,1700,2702 & 900 for WEARING COAT 75MM uniform thickness OVER DECK SLAB AND APPROACH SLAB

-

-

-

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Road C (Slab Culvert)

49.14

32717

665.8

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Vibrated Cement Concrete of grade M30 (Design Mix) using 25mm, 12mm, 6mm IRC Graded HBGS Jelly including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, and incidental charges such as paling out water, complete as per relevant standard specification, wearing coat of 75mm uniform thickness over top slab

-

-

-

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Road D (Minor Bridge)

216.58

140426

648.38

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Supply and fabrication of steel Grade Fe-500 / required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting 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. 1000, 1500,1600 & 900

-

-

-

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Road A (Box culvert)

7.72

738390

95609.27

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Road B (Box culvert)

3.47

331477

95609.27

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Road C (Slab Culvert)

1.8

172096

95609.27

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Road D (Minor Bridge)

7.95

760476

95609.27

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Providing and fixing of G.I. Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete

-

-

-

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Road D (Minor Bridge)

4

9992

2498.1

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Stone dust filling including cost and conveyance of Stone dust to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification.

-

-

-

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Road A (Pipe Culvert)

2.21

530

240.13

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Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications 2706 & 900.

-

-

-

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Road C (Slab Culvert)

22.32

4296

192.5

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Road D (Minor Bridge)

62

11935

192.5

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Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc, complete.

-

-

-

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Road D (Minor Bridge)

30

19602

653.4

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Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.

-

-

-

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Road C (Slab Culvert)

8.9

979

110

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Road D (Minor Bridge)

17.6

1936

110

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PROVIDING AND FIXING BITUMEN PAD including cost and conveyance of all materials to site, labour charges for joint sealants and fixing them in position etc., Complete standard specification 2600 & 900 in DECK SLAB OVER ABUTMENT AND PIER(Sch.Item.(VI) No.233-P.62)

-

-

-

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Road C (Slab Culvert)

8.8

6327

719

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Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.

-

-

-

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Road D (Minor Bridge)

45.86

59482

1297.05

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Gravel Filling/Quarry Dust behind the abutments and Wings with Clean Good gritty Gravel/Quarry Dust including cost and conveyance to site including labour charges for filling in layers watering tamping under optimum moisture content to get the maximum density including of all other incidental charges etc., complete standard specification 304 & 900

-

-

-

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Road C (Slab Culvert)

40.69

12817

315

... More
Road D (Minor Bridge)

86.72

25898

298.65

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

-

-

-

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Basic cost of value put to tender as per estimate

1

-

50587301

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Add GST at 18%

1

-

9105714

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Total Value put to Tender

1

-

59693015

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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

-

50587301

-

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

-

-

-



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