Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date5 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 7,21,00,000 
Notes
Download

Costs

Summary

Tnv-07 Thiruchuli And 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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Road C

752.27

179077

238.05

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Road D

200

47610

238.05

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Road E

68.14

16220

238.05

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Road F

600

142830

238.05

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Road G

501.48

119377

238.05

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Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and sidde drains in accordance with the specification and the line, grades and cross sections shown in the drawings or as indicated by the Engineer as per SS 20B for box cutting of widerning portion MORTH 111,112,301 to 305

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Road A

748.65

92278

123.26

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Road E

469.09

57820

123.26

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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)as per MORTH Rev. V Clause No. 111, 112, 401 & 900.

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-

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Road A

793.45

1805400

2275.38

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Road E

276.87

640948

2314.98

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Picking 5cm to 10cm old metalled surface and sectioning 1Sqm. Picking the existing BT surface upto 50 mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and 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

2480.15

54166

21.84

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Road B

193.75

4231

21.84

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Road C

216.68

4732

21.84

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Road E

1200.5

26218

21.84

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Road F

193.75

4231

21.84

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Road G

187.5

4095

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 clause 406 of MORTH Rev-5)

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Road A

2144.08

4885179

2278.45

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Road B

87.19

198658

2278.45

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Road C

97.51

222171

2278.45

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Road E

1001.64

2282186

2278.45

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Road F

87.19

198658

2278.45

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Road G

84.38

192255

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 as per MORTH Rev. V Clause No. 111,112,501,502 &900 .

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Road A

11649.06

954407

81.93

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Road B

581.25

47616

81.92

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Road C

650.05

53265

81.94

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Road E

5447.2

446125

81.9

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Road F

581.25

47610

81.91

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Road G

562.5

46068

81.9

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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-5 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.

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-

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Road A

11649.06

220516

18.93

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Road B

581.25

11003

18.93

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Road C

650.05

12305

18.93

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Road E

5447.2

103061

18.92

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Road F

581.25

10997

18.92

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Road G

562.5

10642

18.92

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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-5 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.

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-

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Road B

14573.85

395534

27.14

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Road C

3099.95

84163

27.15

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Road D

2886.3

78334

27.14

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Road F

6931.25

188114

27.14

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Road G

4768.76

129424

27.14

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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-5 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.

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Road A

142.34

3050

21.43

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Road E

52.8

1130

21.42

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Bituminous Macadam -Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50 13.20mm, 0.43 cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min required temperature using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP 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

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Road A

589.57

5224533

8861.6

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Road B

144.38

1279437

8861.6

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Road C

44.69

396024

8861.6

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Road D

35.63

315738

8861.6

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Road E

272.35

2413456

8861.6

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Road F

91.88

814203

8861.6

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Road G

61.88

548355

8861.6

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Bituminous Concrete - 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 toCMPsite, heating the bitumen, aggregate and mixing the min 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 byVibratory / 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

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Road A

353.73

3998397

11303.53

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Road B

454.65

5139149

11303.53

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Road C

113.44

1282272

11303.53

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Road D

86.59

978772

11303.53

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Road E

165

1865082

11303.53

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Road F

225.38

2547589

11303.53

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Road G

159.97

1808225

11303.53

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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.

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Road A

748.65

19981

26.69

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Road E

469.09

12520

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 A (Box culvert km 4/4i&ii, 4/6ii, 4/8)

20.2

5719

283.14

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Road A (Box culvert km 4/6i)

6.36

1800

283.14

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Road A (Box culvert km 4/10)

6.36

1800

283.14

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Road A (Box culvert km 5/4,5/8,5/10)

15.15

4289

283.14

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Road E (Box culvert km 0/2)

12.13

3434

283.14

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Road E (Box culvert km 0/4)

82

23217

283.14

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Road E (Box culvert km 0/10)

6.43

1820

283.14

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Dismantling the existing RCC slab 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 E (Box culvert km 0/4)

16.1

69370

4308.7

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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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-

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Road A (Box culvert km 4/4i&ii, 4/6ii, 4/8)

182.96

22551

123.26

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Road A (Box culvert km 4/6i)

63.3

7802

123.26

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Road A (Box culvert km 4/10)

88.71

10934

123.26

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Road A (Box culvert km 5/4,5/8,5/10)

137.22

16913

123.26

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Road E (Box culvert km 0/2)

44.16

5443

123.26

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Road E (Box culvert km 0/4)

90.72

11182

123.26

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Road E (Box culvert km 0/10)

31.6

3895

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 km 4/4i&ii, 4/6ii, 4/8)

23.24

152525

6563.06

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Road A (Box culvert km 4/6i)

8.94

58673

6563.06

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Road A (Box culvert km 4/10)

8.94

58673

6563.06

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Road A (Box culvert km 5/4,5/8,5/10)

17.43

114585

6574.03

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Road E (Box culvert km 0/2)

5.81

36856

6343.59

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Road E (Box culvert km 0/4)

9.18

58234

6343.59

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Road E (Box culvert km 0/10)

4.9

31083

6343.59

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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 km 4/4i&ii, 4/6ii, 4/8)

54.72

544077

9942.93

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Road A (Box culvert km 4/6i)

23.69

221039

9330.5

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Road A (Box culvert km 4/10)

23.69

221039

9330.5

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Road A (Box culvert km 5/4,5/8,5/10)

41.04

392140

9555.09

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Road E (Box culvert km 0/2)

13.68

133016

9723.46

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Road E (Box culvert km 0/4)

29

275477

9499.21

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Road E (Box culvert km 0/10)

8.4

82668

9841.43

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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 km 4/4i&ii, 4/6ii, 4/8)

49.84

816703

16386.5

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Road A (Box culvert km 4/6i)

17.26

242195

14032.2

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Road A (Box culvert km 4/10)

25.66

359902

14025.82

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Road A (Box culvert km 5/4,5/8,5/10)

37.38

598029

15998.66

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Road E (Box culvert km 0/2)

9.46

152789

16151.09

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Road E (Box culvert km 0/4)

25.46

341423

13410.21

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Road E (Box culvert km 0/10)

7.96

139094

17474.24

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Vibrated Rainforshed 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 km 4/4i&ii, 4/6ii, 4/8)

42.64

504584

11833.6

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Road A (Box culvert km 4/6i)

18.43

203417

11037.31

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Road A (Box culvert km 4/10)

18.43

203417

11037.31

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Road A (Box culvert km 5/4,5/8,5/10)

31.98

366035

11445.76

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Road E (Box culvert km 0/2)

10.66

123806

11614.13

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Road E (Box culvert km 0/4)

25.5

282393

11074.24

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Road E (Box culvert km 0/10)

6.2

75710

12211.4

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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 km 4/4i&ii, 4/6ii, 4/8)

9.94

949973

95609.27

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Road A (Box culvert km 4/6i)

3.81

364558

95609.27

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Road A (Box culvert km 4/10)

4.25

406339

95609.27

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Road A (Box culvert km 5/4,5/8,5/10)

7.45

712480

95609.27

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Road E (Box culvert km 0/2)

2.29

218849

95609.27

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Road E (Box culvert km 0/4)

5.21

498028

95609.27

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Road E (Box culvert km 0/10)

1.94

185195

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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Road A (Box culvert km 4/4i&ii, 4/6ii, 4/8)

4.68

57007

12181.13

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Road A (Box culvert km 4/6i)

1.73

20606

11911.18

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Road A (Box culvert km 4/10)

1.73

20606

11911.18

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Road A (Box culvert km 5/4,5/8,5/10)

3.51

42794

12192.1

... More
Road E (Box culvert km 0/2)

1.17

13995

11961.66

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Road E (Box culvert km 0/4)

2.25

26028

11568.43

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Road E (Box culvert km 0/10)

0.9

10985

12206.09

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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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Road A (Box culvert km 4/4i&ii, 4/6ii, 4/8)

36

236270

6563.06

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Road A (Box culvert km 4/6i)

7.89

51782

6563.06

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Road A (Box culvert km 4/10)

24.61

161516

6563.06

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Road A (Box culvert km 5/4,5/8,5/10)

27

177498

6574.03

... More
Road E (Box culvert km 0/2)

7.95

50431

6343.59

... More
Road E (Box culvert km 0/4)

22.78

144506

6343.59

... More
Road E (Box culvert km 0/10)

4.8

30449

6343.59

... More
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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Road A (Box culvert km 4/4i&ii, 4/6ii, 4/8)

17.48

143777

8225.26

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Road A (Box culvert km 4/6i)

4.52

36996

8185.02

... More
Road A (Box culvert km 4/10)

11.79

91124

7728.98

... More
Road A (Box culvert km 5/4,5/8,5/10)

13.11

107976

8236.23

... More
Road E (Box culvert km 0/2)

3.59

29700

8273.16

... More
Road E (Box culvert km 0/4)

8.45

64724

7659.74

... More
Road E (Box culvert km 0/10)

2.85

23869

8375.1

... More
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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Road A (Box culvert km 4/4i&ii, 4/6ii, 4/8)

63.36

656394

10359.76

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Road A (Box culvert km 4/6i)

16.84

173158

10282.6

... More
Road A (Box culvert km 4/10)

64.11

596711

9307.62

... More
Road A (Box culvert km 5/4,5/8,5/10)

47.52

492817

10370.73

... More
Road E (Box culvert km 0/2)

10.05

108101

10756.38

... More
Road E (Box culvert km 0/4)

39.11

369016

9435.35

... More
Road E (Box culvert km 0/10)

7.36

80948

10998.37

... More
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 for 95% compacion.

-

-

-

... More
Road A (Box culvert km 4/4i&ii, 4/6ii, 4/8)

2064.08

425283

206.04

... More
Road A (Box culvert km 4/6i)

621.62

128078

206.04

... More
Road A (Box culvert km 4/10)

1032.04

212641

206.04

... More
Road A (Box culvert km 5/4,5/8,5/10)

1548.06

318962

206.04

... More
Road E (Box culvert km 0/2)

516.02

106320

206.04

... More
Road E (Box culvert km 0/4)

832.82

171594

206.04

... More
Road E (Box culvert km 0/10)

832.82

171594

206.04

... More
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 for 97% compacion.

-

-

-

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Road A (Box culvert km 4/4i&ii, 4/6ii, 4/8)

295

61076

207.04

... More
Road A (Box culvert km 4/6i)

88.5

18323

207.04

... More
Road A (Box culvert km 4/10)

147.5

30538

207.04

... More
Road A (Box culvert km 5/4,5/8,5/10)

221.25

45807

207.04

... More
Road E (Box culvert km 0/2)

73.75

15269

207.04

... More
Road E (Box culvert km 0/4)

118

24430

207.04

... More
Road E (Box culvert km 0/10)

118

24430

207.04

... More
Supply and Hoisting of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete.

-

-

-

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Road A (Box culvert km 4/4i&ii, 4/6ii, 4/8)

50

227150

4543

... More
Road A (Box culvert km 4/6i)

12.5

56787

4543

... More
Road A (Box culvert km 4/10)

25

113575

4543

... More
Road A (Box culvert km 5/4,5/8,5/10)

37.5

170362

4543

... More
Road E (Box culvert km 0/2)

12.5

56787

4543

... More
Road E (Box culvert km 0/4)

12.5

56787

4543

... More
Road E (Box culvert km 0/10)

12.5

56787

4543

... More
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

-

-

-

... More
Road A (Box culvert km 4/4i&ii, 4/6ii, 4/8)

330

133191

403.61

... More
Road A (Box culvert km 4/6i)

99

39957

403.61

... More
Road A (Box culvert km 4/10)

165

66595

403.61

... More
Road A (Box culvert km 5/4,5/8,5/10)

247.5

102388

413.69

... More
Road E (Box culvert km 0/2)

82.5

31634

383.45

... More
Road E (Box culvert km 0/4)

132

50615

383.45

... More
Road E (Box culvert km 0/10)

132

50615

383.45

... 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

-

61100730

... More
Add GST at 18%

1

-

10998131

... More
Total Value put to Tender

1

-

72098861

... More
Negotiated Percentage

1

-

-

... More
Final Negotiated Value

1

-

-

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

1

-

-

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

1

-

-

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

-

61100730

-

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

-

-

-



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