Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date19 Sep 2024
Closing Date14 Oct 2024
Tender Amount₹ 5,23,60,000 
Notes
Download

Costs

Summary

Tnv-34- Tenkasi C And M Sub Division

Description

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BOQ Items

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DO_NOT_SHOW

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ROAD-A

484.49

894106

1845.46

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ROAD-B-Box culvert Km 1/4

10.12

19611

1937.86

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ROAD-C-Box culvert Km 1/2

10.12

19611

1937.86

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ROAD-D-Box culvert Km 1/10

10.12

19744

1951.06

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ROAD-F-Box culvert Km 4/6

21.26

41198

1937.86

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ROAD-E

8.45

14590

1726.66

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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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-

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ROAD-A

91.67

2002

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 Clause No. 111, 112, 406 & 900.

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-

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ROAD-A

848.74

1811083

2133.85

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ROAD-B-Box culvert Km 1/4

12.66

27014

2133.85

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ROAD-C-Box culvert Km 1/2

12.66

27014

2133.85

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ROAD-D-Box culvert Km 1/10

12.66

27014

2133.85

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ROAD-E

14.08

30044

2133.85

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ROAD-F-Box culvert Km 4/6

26.58

56717

2133.85

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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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-

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ROAD-A

3505

286709

81.8

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ROAD-B-Box culvert Km 1/4

50.58

4137

81.8

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ROAD-C-Box culvert Km 1/2

50.58

4137

81.8

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ROAD-D-Box culvert Km 1/10

50.58

4137

81.8

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ROAD-E

56.3

4606

81.82

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ROAD-F-Box culvert Km 4/6

106.3

8695

81.8

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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

3505

66174

18.88

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ROAD-B-Box culvert Km 1/4

50.58

954

18.88

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ROAD-C-Box culvert Km 1/2

50.58

954

18.88

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ROAD-D-Box culvert Km 1/10

50.58

954

18.88

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ROAD-E

56.3

1063

18.89

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ROAD-F-Box culvert Km 4/6

106.3

2006

18.88

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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-A

11181.25

303123

27.11

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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

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-

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ROAD-A

35

747

21.37

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ROAD-B-Box culvert Km 1/4

40.5

865

21.37

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ROAD-C-Box culvert Km 1/2

60.26

1287

21.37

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ROAD-D-Box culvert Km 1/10

21.06

450

21.37

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ROAD-F-Box culvert Km 4/6

31.46

672

21.37

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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

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-

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ROAD-A

114.48

983815

8593.78

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ROAD-B-Box culvert Km 1/4

2.54

21828

8593.78

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ROAD-C-Box culvert Km 1/2

2.54

21828

8593.78

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ROAD-D-Box culvert Km 1/10

2.54

21828

8593.78

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ROAD-E

2.82

24234

8593.78

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ROAD-F-Box culvert Km 4/6

5.32

45718

8593.78

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DBM (Grade-I) 75mm Thick Using VG40 Bitumen Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 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 site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 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 505 of MORTH rev-5

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-

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ROAD-A

242.26

2262785

9340.32

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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

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-

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ROAD-A

441.64

4844658

10969.7

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ROAD-B-Box culvert Km 1/4

2.74

30056

10969.7

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ROAD-C-Box culvert Km 1/2

3.33

36529

10969.7

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ROAD-D-Box culvert Km 1/10

2.15

23584

10969.7

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ROAD-E

1.69

18538

10969.7

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ROAD-F-Box culvert Km 4/6

4.12

45195

10969.7

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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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-

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ROAD-A

342

9124

26.68

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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 9/4

0.9

254

283.14

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ROAD-B-Box culvert Km 1/4

0.9

254

283.14

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ROAD-C-Box culvert Km 1/2

0.9

254

283.14

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ROAD-D-Box culvert Km 1/10

0.9

254

283.14

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ROAD-E

33.75

9555

283.14

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ROAD-F-Box culvert Km 4/6

0.9

254

283.14

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Dismantling the existing PCC 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 9/4

2.25

1093

486.2

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ROAD-B-Box culvert Km 1/4

2.25

1093

486.2

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ROAD-C-Box culvert Km 1/2

2.25

1093

486.2

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ROAD-D-Box culvert Km 1/10

2.25

1093

486.2

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ROAD-E

20.63

10030

486.2

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ROAD-F-Box culvert Km 4/6

2.25

1093

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 for FOUNDATION

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-

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ROAD-A-Retaining wall at km 6/10

148.5

18304

123.26

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ROAD-A-Retaining wall at km 8/8,8/10

328.05

40435

123.26

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ROAD-A-Retaining wall at km 9/2, 9/4

396

48810

123.26

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ROAD-A-Retaining wall at km 9/8

132

16270

123.26

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ROAD-E

93.05

11469

123.26

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ROAD-E-Retaining wall at km 1/8

43.2

5324

123.26

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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 9/4

118.94

14660

123.26

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ROAD-B-Box culvert Km 1/4

115.85

14279

123.26

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ROAD-C-Box culvert Km 1/2

140.37

17302

123.26

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ROAD-D-Box culvert Km 1/10

62.63

7719

123.26

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ROAD-F-Box culvert Km 4/6

47.23

5821

123.26

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Earthwork excavation in all classes of soils 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-E

246

79927

324.91

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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-E

502.71

141794

282.06

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Plain Cement Concrete of grade M10 Nominal Mix (1:3:6) 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 LEVELLING COURSE BELOW FOOTINGS OF ABUTMENTS AND PIERS.

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-

-

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ROAD-E

21.39

115445

5397.19

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Plain Cement Concrete M20 grade mix 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 Foundation of Retaining Wall

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-

-

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ROAD-A-Retaining wall at km 6/10

74.25

458582

6176.2

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ROAD-A-Retaining wall at km 8/8,8/10

98.42

605183

6148.99

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ROAD-A-Retaining wall at km 9/2, 9/4

118.8

728608

6133.07

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ROAD-A-Retaining wall at km 9/8

39.6

242869

6133.07

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ROAD-E-Retaining wall at km 1/8

21.6

132818

6148.99

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Vibrated Cement Concrete M20 grade using 40mm ISS size HBG 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, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (below sill level)

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-

-

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ROAD-A-Retaining wall at km 6/10

51.29

375017

7311.71

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ROAD-A-Retaining wall at km 8/8,8/10

155.46

1149964

7397.17

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ROAD-A-Retaining wall at km 9/2, 9/4

177.66

1344713

7569.03

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ROAD-A-Retaining wall at km 9/8

59.22

449297

7586.92

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ROAD-E

383.62

2660696

6935.76

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ROAD-E-Retaining wall at km 1/8

14.92

109858

7363.19

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Vibrated Cement Concrete M20 grademix using 40mm ISS size HBG 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, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (above sill level)

-

-

-

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ROAD-A-Retaining wall at km 6/10

166.16

1496451

9006.09

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ROAD-A-Retaining wall at km 8/8,8/10

300.93

2816349

9358.82

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ROAD-A-Retaining wall at km 9/2, 9/4

276.48

2705948

9787.14

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ROAD-A-Retaining wall at km 9/8

92.16

904137

9810.52

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ROAD-E

99.54

881772

8858.47

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ROAD-E-Retaining wall at km 1/8

48.21

437211

9068.9

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Plain 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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ROAD-A-Box culvert Km 9/4

12.23

73632

6020.67

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ROAD-B-Box culvert Km 1/4

8.28

49587

5988.84

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ROAD-C-Box culvert Km 1/2

11.37

68093

5988.84

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ROAD-D-Box culvert Km 1/10

5.24

31381

5988.84

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ROAD-F-Box culvert Km 4/6

7.52

45155

6004.76

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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 BASE COURSE

-

-

-

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ROAD-E

9.79

62694

6403.98

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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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ROAD-B-Box culvert Km 1/4

26.1

242580

9294.29

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ROAD-C-Box culvert Km 1/2

52.1

478916

9192.26

... More
ROAD-D-Box culvert Km 1/10

12.31

117173

9518.54

... More
ROAD-F-Box culvert Km 4/6

17.78

168237

9462.18

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Vibrated Reinforced Cement Concrete M30 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.

-

-

-

... More
ROAD-A-Box culvert Km 9/4

38.81

363586

9368.38

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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.

-

-

-

... More
ROAD-B-Box culvert Km 1/4

18.4

243172

13215.91

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ROAD-C-Box culvert Km 1/2

26.32

313884

11925.71

... More
ROAD-D-Box culvert Km 1/10

8.5

135650

15958.92

... More
ROAD-F-Box culvert Km 4/6

12.28

195257

15900.44

... More
Vibrated Reinforced Cement Concrete M30 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.

-

-

-

... More
ROAD-A-Box culvert Km 9/4

28.34

405703

14315.57

... More
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 TOP SLAB OF BOX CULVERT.

-

-

-

... More
ROAD-B-Box culvert Km 1/4

22.73

247397

10884.19

... More
ROAD-C-Box culvert Km 1/2

49.21

507055

10303.92

... More
ROAD-D-Box culvert Km 1/10

9.48

108340

11428.33

... More
ROAD-F-Box culvert Km 4/6

14.53

163829

11275.26

... More
Vibrated Reinforced Concrete M30 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 ,APPROACH SLAB

-

-

-

... More
ROAD-A-Box culvert Km 9/4

32.26

357936

11095.38

... More
ROAD-E

18.24

170787

9363.33

... More
Vibrated reinforced cement concrete M30 grade Design Mix using 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, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BEDBLOCK OVER ABUTMENTS AND PIERS. -1 Cum

-

-

-

... More
ROAD-E

5.88

80459

13683.53

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Vibrated reinforced cement concrete M30 grade Design Mix using ISS size hard granite broken graded metal including cost and conveyance ofall materials to site including cement which will be supplied by the Department at the departmental stores or at site of work and its cost recovered as stipulated in the special conditions appended herewith including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and incidental charges such as baling cut water, maintaining of protective bunds, cofferdams, shoring, structting etc., complete asper relevent standard specification, for DECKSLAB AND KERB -1Cum

-

-

-

... More
ROAD-E

59.58

732576

12295.68

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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

-

-

-

... More
ROAD-E

8.51

145709

17122.18

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VCC M30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for Wearing coat.

-

-

-

... More
ROAD-E

141.6

101885

719.53

... More
Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.

-

-

-

... More
ROAD-E

2

4996

2498.1

... More
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.

-

-

-

... More
ROAD-A-Box culvert Km 9/4

9.26

885437

95609.27

... More
ROAD-B-Box culvert Km 1/4

4.45

425270

95609.27

... More
ROAD-C-Box culvert Km 1/2

7.5

717260

95609.27

... More
ROAD-D-Box culvert Km 1/10

2.07

197528

95609.27

... More
ROAD-E

12.58

1202764

95609.27

... More
ROAD-F-Box culvert Km 4/6

2.96

282621

95609.27

... More
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.

-

-

-

... More
ROAD-A-Box culvert Km 9/4

3.42

25235

7378.9

... More
ROAD-B-Box culvert Km 1/4

2.25

16530

7347.07

... More
ROAD-C-Box culvert Km 1/2

3.35

24612

7347.07

... More
ROAD-D-Box culvert Km 1/10

1.17

8596

7347.07

... More
ROAD-E

6.51

75841

11649.99

... More
ROAD-F-Box culvert Km 4/6

1.17

8614

7362.98

... 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 FOOTINGS OF RETURN WALL.

-

-

-

... More
ROAD-A-Box culvert Km 9/4

28.86

179216

6209.85

... More
ROAD-B-Box culvert Km 1/4

43.83

270782

6178.02

... More
ROAD-C-Box culvert Km 1/2

39.11

241622

6178.02

... More
ROAD-D-Box culvert Km 1/10

21.74

134310

6178.02

... More
ROAD-F-Box culvert Km 4/6

3.85

23846

6193.93

... 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 LEVEL

-

-

-

... More
ROAD-A-Box culvert Km 9/4

10.41

78439

7535.05

... More
ROAD-B-Box culvert Km 1/4

14.69

109565

7458.51

... More
ROAD-C-Box culvert Km 1/2

10.22

76765

7511.27

... More
ROAD-D-Box culvert Km 1/10

8.47

66468

7847.49

... More
ROAD-F-Box culvert Km 4/6

2.12

17610

8306.92

... 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 LEVEL

-

-

-

... More
ROAD-A-Box culvert Km 9/4

47.31

435043

9195.6

... More
ROAD-B-Box culvert Km 1/4

55.37

522544

9437.33

... More
ROAD-C-Box culvert Km 1/2

41.98

389308

9273.66

... More
ROAD-D-Box culvert Km 1/10

23.89

244840

10248.65

... More
ROAD-F-Box culvert Km 4/6

5.98

65052

10878.31

... 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 9/4

516.02

107270

207.88

... More
ROAD-B-Box culvert Km 1/4

516.02

107270

207.88

... More
ROAD-C-Box culvert Km 1/2

516.02

107270

207.88

... More
ROAD-D-Box culvert Km 1/10

516.02

107270

207.88

... More
ROAD-E

365.62

76005

207.88

... More
ROAD-F-Box culvert Km 4/6

516.02

107270

207.88

... 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 and for approach road on both sides of culvert

-

-

-

... More
ROAD-A-Box culvert Km 9/4

63.34

13231

208.89

... More
ROAD-B-Box culvert Km 1/4

210.22

43912

208.89

... More
ROAD-C-Box culvert Km 1/2

227.11

47441

208.89

... More
ROAD-D-Box culvert Km 1/10

184.04

38444

208.89

... More
ROAD-E

185

38644

208.89

... More
ROAD-F-Box culvert Km 4/6

251.07

52446

208.89

... 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.

-

-

-

... More
ROAD-A-Box culvert Km 9/4

12.5

56787

4543

... More
ROAD-B-Box culvert Km 1/4

12.5

56787

4543

... More
ROAD-C-Box culvert Km 1/2

12.5

56787

4543

... More
ROAD-D-Box culvert Km 1/10

12.5

56787

4543

... More
ROAD-E

20

90860

4543

... More
ROAD-F-Box culvert Km 4/6

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 9/4

82.5

22880

277.34

... More
ROAD-B-Box culvert Km 1/4

82.5

23853

289.13

... More
ROAD-C-Box culvert Km 1/2

82.5

23853

289.13

... More
ROAD-D-Box culvert Km 1/10

82.5

23853

289.13

... More
ROAD-E

143.02

41351

289.13

... More
ROAD-F-Box culvert Km 4/6

82.5

22880

277.34

... More
Filling with excavated earth excluding cost and conveyance of earth to work site 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 and ramming under optimum moisture to obtain the maximun density and all other incidential charges etc., complete as per standard specification (using cut earth)

-

-

-

... More
ROAD-A-Retaining wall at km 6/10

148.5

6363

42.85

... More
ROAD-A-Retaining wall at km 8/8,8/10

328.05

14056

42.85

... More
ROAD-A-Retaining wall at km 9/2, 9/4

396

16968

42.85

... More
ROAD-A-Retaining wall at km 9/8

132

5656

42.85

... More
ROAD-E-Retaining wall at km 1/8

43.2

1851

42.85

... More
Filling with earth including cost and conveyance of earth to work site 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 and ramming under optimum moisture to obtain the maximun density and all other incidential charges etc., complete as per standard specification (Using conveyed earth)

-

-

-

... More
ROAD-A-Retaining wall at km 6/10

84.01

13954

166.11

... More
ROAD-A-Retaining wall at km 8/8,8/10

185.36

30790

166.11

... More
ROAD-A-Retaining wall at km 9/2, 9/4

163.62

27178

166.11

... More
ROAD-A-Retaining wall at km 9/8

54.54

9059

166.11

... More
ROAD-E-Retaining wall at km 1/8

24.44

4059

166.11

... More
Providing and fixing SEEPAGE PIPES of 110mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. Semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the Retaining Wall

-

-

-

... More
ROAD-A-Retaining wall at km 6/10

102.3

20777

203.1

... More
ROAD-A-Retaining wall at km 8/8,8/10

135

27418

203.1

... More
ROAD-A-Retaining wall at km 9/2, 9/4

117

23762

203.1

... More
ROAD-A-Retaining wall at km 9/8

39

7920

203.1

... More
ROAD-E

36

7311

203.1

... More
ROAD-E-Retaining wall at km 1/8

29.76

6044

203.1

... More
Providing and fixing kraft paper for full width of seating of deck spab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc. complete.

-

-

-

... More
ROAD-E

10.7

1177

110

... More
Providing and fixing 20mm thick PVC expansion joint including cost and conveyance of expansion joints, Shalimar pad and joint sealants and fixing them position etc. Complete in deck slab over abutment.

-

-

-

... More
ROAD-E

24.04

15707

653.4

... More
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- 1Cum.

-

-

-

... More
ROAD-E

68.29

87360

1279.26

... 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

-

44370648

... More
Add GST at 18%

1

-

7986717

... More
Total Value put to Tender

1

-

52357365

... 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

-

44370648

-

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

-

-

-



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