Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date4 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 6,55,00,000 
Notes
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Costs

Summary

Tnv-03 Aruppukottai H C And M Sub Division

Description

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BOQ Items

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DO_NOT_SHOW

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Granular Sub-Base with Close Graded Material 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 soil compactor to achieve the desired density, complete as per clause 401 For Grading-V Material (Filter/ Separation Layer at Bottom) Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.

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Road A

981.2

2025373

2064.18

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Road B Box Culvert 30/4

2.1

4473

2130.18

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Road C Box Culvert 0/2

21.76

44342

2037.78

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Road D

668.85

1504230

2248.98

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Granular Sub-Base with Close Graded Material 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 soil compactor to achieve the desired density, complete as per clause 401 For Grading-III Material (Drainage Layer at Top) Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.

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Road A

711.34

1532318

2154.13

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Road D

557.38

1303672

2338.93

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Picking 5cm to 10cm old metalled surface and sectioning 1Sqm. Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse including all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202,305.4.3 & 501.

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Road A

287.5

6279

21.84

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Road D

4001.72

87397

21.84

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WET MIX MACADAM Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 as per MORTH Rev. V Clause No. 111, 112, 406 & 900.

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Road A

1355.89

3089327

2278.45

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Road B Box Culvert 30/4

26.24

59786

2278.45

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Road C Box Culvert 0/2

27.18

61928

2278.45

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Road D

2593.96

5910208

2278.45

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Prime Coat Over WBM/ WMM Surface Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) 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 502 of MORTH Rev-5 Clause No. 111,112,501,502 &900 .

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Road A

5768.5

471574

81.75

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Road B Box Culvert 30/4

105

8577

81.69

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Road C Box Culvert 0/2

108.76

8890

81.74

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Road D

17578.9

1436371

81.71

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Tack Coat Over Primed Surface Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 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-5Clause No.111, 112,501, 503 & 900.

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Road A

5768.5

108793

18.86

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Road B Box Culvert 30/4

105

1978

18.84

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Road C Box Culvert 0/2

108.76

2051

18.86

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Road D

17578.9

331362

18.85

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Tack Coat Over Existing BT Surface Providing and laying Tack Coat over Existing BT surface using 2 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 andall other incidental charges etc., complete as perClause 503 of MORTH Rev-5r as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.

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-

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Road A

9565.5

259129

27.09

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Road B Box Culvert 30/4

105

2842

27.07

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Tack Coat over Dry Lean Cement Concrete Surface 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-5as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.

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Road A

66

1408

21.34

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Road B Box Culvert 30/4

27.3

582

21.32

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Road C Box Culvert 0/2

75.18

1604

21.34

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DBM (Grade-II) 50mm Thick Using VG30 Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20- 30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.

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Road A

292.74

3070280

10488.08

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BM (Grade-II) 50mm Thick Using VG30 (Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the itumen, aggregate and mixing them in required temperatureusing 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 gradesand cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc.,including labour for attending to paver to site etc., including hire and fuel charges for 20-30tCMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 ) of MORTH Rev-5 Clause No. 111, 112, 501, 504 & 900.

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Road A

522.72

4671120

8936.18

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Road B Box Culvert 30/4

5.24

46825

8936.18

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Road C Box Culvert 0/2

5.44

48612

8936.18

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Road D

878.95

7854455

8936.18

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BC 30/40mm Thick (Grade-II) Using VG30 Bitumen Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 as per MORTH Rev. V Clause No. 111, 112, 501,507 & 900.

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Road A

462

5254649

11373.7

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Road B Box Culvert 30/4

10.27

116807

11373.7

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Road C Box Culvert 0/2

3.26

37078

11373.7

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Road D

527.37

5998148

11373.7

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COMPACTION ONLY FOR UTILIZING AVAILABLE BOX CUT EARTH Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.as per MORTH Rev. V Clause No. 111, 112,202, 301 to 305, 900

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Road A

834.9

22283

26.69

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Road D

1146.6

30602

26.69

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Dismantling the existing Random Rubble Masonry in Cement Mortar in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.

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-

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Road B Box Culvert 30/4

11.38

3222

283.14

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Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.. as per MORTH Rev V Clause No.111,112 & 202 Dismantling existing PCC

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-

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Road C Box Culvert 0/2

20.25

9845

486.2

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Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation FOUNDATION OF BOX CULVERT AND RETURN WALL.

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Road A Box Culvert 0/2

31.19

3844

123.26

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Road A Box Culvert 1/2, 1/6, 1/10(i)

93.57

11533

123.26

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Road A Box Culvert 2/2 , 2/6

62.38

7688

123.26

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Road B Box Culvert 30/4

67.82

8359

123.26

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Road C Box Culvert 0/2

133.01

16394

123.26

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Vibrated Cement Concrete M15 grade (Nominal Mix 1:2:4) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE OF BOX CULVERT

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-

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Road A Box Culvert 0/2

4.9

31370

6402.11

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Road A Box Culvert 1/2, 1/6, 1/10(i)

14.7

94283

6413.82

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Road A Box Culvert 2/2 , 2/6

9.8

62970

6425.52

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Road B Box Culvert 30/4

10.66

65983

6189.81

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Road C Box Culvert 0/2

16.74

107171

6402.11

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Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BOTTOM SLAB OF BOX CULVERT.

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-

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Road A Box Culvert 0/2

8.4

83159

9899.95

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Road A Box Culvert 1/2, 1/6, 1/10(i)

25.2

249773

9911.66

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Road A Box Culvert 2/2 , 2/6

16.8

166712

9923.36

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Road B Box Culvert 30/4

25.31

239733

9471.9

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Road C Box Culvert 0/2

53.7

504166

9388.58

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Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BODY WALL OF BOX CULVERT.

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-

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Road A Box Culvert 0/2

7.96

139560

17532.76

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Road A Box Culvert 1/2, 1/6, 1/10(i)

23.88

418961

17544.47

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Road A Box Culvert 2/2 , 2/6

15.92

279494

17556.17

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Road B Box Culvert 30/4

17.49

278175

15904.85

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Road C Box Culvert 0/2

44.86

516761

11519.43

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Vibrated Rainforesed Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for TOP SLAB OF BOX CULVERT.

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-

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Road A Box Culvert 0/2

6.2

76073

12269.92

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Road A Box Culvert 1/2, 1/6, 1/10(i)

18.6

228438

12281.63

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Road A Box Culvert 2/2 , 2/6

12.4

152437

12293.33

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Road B Box Culvert 30/4

22.37

249758

11164.9

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Road C Box Culvert 0/2

54.77

613806

11206.98

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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. complete as per standard specification.

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-

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Road A Box Culvert 0/2

1.94

185195

95609.27

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Road A Box Culvert 1/2, 1/6, 1/10(i)

5.81

555585

95609.27

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Road A Box Culvert 2/2 , 2/6

3.87

370390

95609.27

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Road B Box Culvert 30/4

4.18

399646

95609.27

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Road C Box Culvert 0/2

12.16

1162130

95609.27

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Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet.

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-

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Road A Box Culvert 0/2

0.9

11038

12264.61

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Road A Box Culvert 1/2, 1/6, 1/10(i)

2.7

33146

12276.32

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Road A Box Culvert 2/2 , 2/6

1.8

22118

12288.02

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Road B Box Culvert 30/4

1.17

13815

11807.88

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Road C Box Culvert 0/2

4.83

55080

11403.77

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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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL.

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-

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Road A Box Culvert 0/2

4.53

29001

6402.11

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Road A Box Culvert 1/2, 1/6, 1/10(i)

13.59

87163

6413.82

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Road A Box Culvert 2/2 , 2/6

9.06

58215

6425.52

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Road B Box Culvert 30/4

5.94

36767

6189.81

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Road C Box Culvert 0/2

18.96

122839

6478.89

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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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL.-Below sill

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-

-

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Road A Box Culvert 0/2

2.65

22640

8543.6

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Road A Box Culvert 1/2, 1/6, 1/10(i)

7.95

68014

8555.31

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Road A Box Culvert 2/2 , 2/6

5.3

45405

8567.01

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Road B Box Culvert 30/4

2.88

23628

8204.33

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Road C Box Culvert 0/2

6.34

50967

8039.04

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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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL - Above sill

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-

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Road A Box Culvert 0/2

7.1

78977

11123.53

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Road A Box Culvert 1/2, 1/6, 1/10(i)

21.3

237180

11135.24

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Road A Box Culvert 2/2 , 2/6

14.2

158286

11146.94

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Road B Box Culvert 30/4

8.03

86190

10733.54

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Road C Box Culvert 0/2

29.33

273221

9315.42

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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 lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road Bor 95% compacion.

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-

-

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Road A Box Culvert 0/2

189.6

39065

206.04

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Road A Box Culvert 1/2, 1/6, 1/10(i)

568.8

117195

206.04

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Road A Box Culvert 2/2 , 2/6

379.2

78130

206.04

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Road C Box Culvert 0/2

528

108789

206.04

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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 lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road Bor 97% compacion.

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-

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Road A Box Culvert 0/2

59

12215

207.04

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Road A Box Culvert 1/2, 1/6, 1/10(i)

177

36646

207.04

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Road A Box Culvert 2/2 , 2/6

118

24430

207.04

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Road B Box Culvert 30/4

28.89

5981

207.04

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Road C Box Culvert 0/2

323.75

67029

207.04

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Providing and laying Gravel soling for specified thick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD

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-

-

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Road A Box Culvert 0/2

66

22973

348.08

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Road A Box Culvert 1/2, 1/6, 1/10(i)

198

66585

336.29

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Road A Box Culvert 2/2 , 2/6

132

42834

324.5

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Road C Box Culvert 0/2

82.5

34961

423.77

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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

-

55505611

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Add GST at 18%

1

-

9991010

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Total Value put to Tender

1

-

65496621

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Negotiated Percentage

1

-

-

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Final Negotiated Value

1

-

-

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Add GST at 18% of Final Negotiated Value

1

-

-

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Total Value of Contract Including 18% of GST

1

-

-

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Basic cost of value put to tender as per Estimate

-

55505611

-

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

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-

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