Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date8 Feb 2024
Closing Date14 Feb 2024
Tender AmountRefer Documents 
Notes
Download

Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Road C (Minor Bridge - Approach road)

30.38

44569

1467.08

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Road D (Minor Bridge - Approach road)

25.31

37131

1467.08

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

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-

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Road A (Minor Bridge - Approach road)

48.75

91297

1872.77

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Road B (Minor Bridge - Approach road)

42.19

79012

1872.77

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Road C (Minor Bridge - Approach road)

50.63

94818

1872.77

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Road D (Minor Bridge - Approach road)

42.19

79012

1872.77

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

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-

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Road A (Minor Bridge - Approach road)

195

14652

75.14

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Road B (Minor Bridge - Approach road)

168.75

12678

75.13

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Road C (Minor Bridge - Approach road)

202.5

15213

75.13

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Road D (Minor Bridge - Approach road)

168.75

12678

75.13

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

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-

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Road A (Minor Bridge - Approach road)

195

3279

16.82

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Road B (Minor Bridge - Approach road)

168.75

2836

16.81

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Road C (Minor Bridge - Approach road)

202.5

3404

16.81

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Road D (Minor Bridge - Approach road)

168.75

2836

16.81

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Bituminous Macadam Grade - II (Providing and laying 50mm bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.

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-

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Road A (Minor Bridge - Approach road)

9.75

77066

7904.28

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Road B (Minor Bridge - Approach road)

8.44

66712

7904.28

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Road C (Minor Bridge - Approach road)

10.13

80070

7904.28

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Road D (Minor Bridge - Approach road)

8.44

66712

7904.28

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Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 501,507 & 900.

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Road A (Minor Bridge - Approach road)

5.85

59098

10102.33

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Road B (Minor Bridge - Approach road)

5.06

51117

10102.33

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Road C (Minor Bridge - Approach road)

6.08

61422

10102.33

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Road D (Minor Bridge - Approach road)

5.06

51117

10102.33

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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 (Minor Bridge)

299

76962

257.4

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Road B (Minor Bridge)

94.3

24272

257.4

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Road C (Minor Bridge - Approach road)

115

29601

257.4

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Road D (Minor Bridge - Approach road)

128.8

33153

257.4

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Dismantling the existing Plain cement Concrete Slab in the existing causeway and clearing away from the work site and carefully stacking the useful 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 (Minor Bridge)

292.5

129285

442

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Road B (Minor Bridge)

92.25

40774

442

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Road C (Minor Bridge - Approach road)

112.5

49725

442

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Road D (Minor Bridge - Approach road)

126

55692

442

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Earthwork excavation in all classes of soil except soft disintegrated rock / kankar not requiring blasting and hard rock requiring blasting and 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 DRESSING THE BED UP TO SILL LEVEl and Foundation of Box Culvert Retaning Wall

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-

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Road A (Minor Bridge)

257.4

28841

112.05

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Road A (Minor Bridge Retaining Wall )

161.46

18091

112.05

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Road B (Minor Bridge)

257.4

28841

112.05

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Road B (Minor Bridge Retaining Wall )

140.4

15731

112.05

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Road C (Minor Bridge)

78.24

8766

112.05

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Road C (Minor Bridge Retaining Wall )

126.36

14158

112.05

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Road D (Minor Bridge)

226.53

25382

112.05

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Road D (Minor Bridge Retaining Wall )

140.4

15731

112.05

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Road E (Retaining Wall )

322.92

36183

112.05

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Road F (Retaining Wall )

94.78

10620

112.05

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Road G (Retaining Wall )

30.96

3469

112.05

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Road H (Retaining Wall )

30.96

3469

112.05

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Road I (Retaining Wall )

30.96

3469

112.05

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Road J ( Retaining Wall )

30.96

3469

112.05

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Earthwork excavation in all classes of soils except Soft disintigrated rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials tool and equipments and all other incidental charges such as baling our water,sheeting, shoring, bracing and their subsequent removal, removal and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., indicated by the Engineer as per For Fundation of Abutments piers and wings

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-

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Road A (Minor Bridge)

376.91

70501

187.05

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Road B (Minor Bridge)

376.91

70501

187.05

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Road C (Minor Bridge)

197.26

36897

187.05

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Road D (Minor Bridge)

351.64

65774

187.05

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MR-&-DMR (Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in medium rock and dense medium rock not requiring blasting

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-

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Road A (Minor Bridge)

218.31

63997

293.15

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Road B (Minor Bridge)

218.31

63997

293.15

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Road C (Minor Bridge)

78.9

23129

293.15

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Road D (Minor Bridge)

140.66

41234

293.15

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Providing Fe-415 grade 25mm dowel bars including cost and conveyance of all materials to site drilling 40mm holes in rock and grouting the same with cm 1:2 after placing the 25mm dowel bars etc., complete in the FOUNDATION OF ABUTMENTS AND WING WALLS.

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-

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Road A (Minor Bridge)

264

195948

742.23

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Road B (Minor Bridge)

264

195948

742.23

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Road C (Minor Bridge)

144

106881

742.23

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Road D (Minor Bridge)

240

178135

742.23

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Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS HBG size hard broken granite graded metal including cost and conveyance of all materials to site, but excluding cost and fabrication of steel but including cost and labour charges for form work and centering, labour charges, for laying compacting finishing and curing including all incidental charges etc., complete as per standard specifications for levelling course below footing of piers

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-

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Road A (Minor Bridge)

25.13

149420

5945.92

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Road B (Minor Bridge)

25.13

144964

5768.6

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Road C (Minor Bridge)

13.16

76121

5784.33

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Road D (Minor Bridge)

23.45

137855

5878.69

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Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT AND WINGS BELOW SILL LEVEL.

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-

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Road A (Minor Bridge)

304.04

2237436

7359.02

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Road B (Minor Bridge)

304.04

2183524

7181.7

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Road C (Minor Bridge)

142.76

995635

6974.19

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Road D (Minor Bridge)

262.13

1873886

7148.69

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Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT AND WINGS ABOVE SILL LEVEL.

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-

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Road A (Minor Bridge)

90.91

809317

8902.4

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Road B (Minor Bridge)

90.91

793197

8725.08

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Road C (Minor Bridge)

43.65

395374

9057.83

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Road D (Minor Bridge)

121.94

1060830

8699.61

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Vibrated Reinforced Cement Concrete of grade M25 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.

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-

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Road A (Minor Bridge)

18.54

238651

12872.25

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Road B (Minor Bridge)

18.54

235364

12694.93

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Road C (Minor Bridge)

6.44

84499

13121.11

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Road D (Minor Bridge)

16.23

208959

12874.88

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Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, 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 ABUTMENTS AND WINGS

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-

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Road A (Minor Bridge)

30

5325

177.5

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Road A (Minor Bridge Retaining Wall )

127.6

22649

177.5

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Road B (Minor Bridge)

30

5325

177.5

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Road B (Minor Bridge Retaining Wall )

110.2

19560

177.5

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Road C (Minor Bridge)

30

5325

177.5

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Road C (Minor Bridge Retaining Wall )

98.6

17501

177.5

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Road D (Minor Bridge)

30

5325

177.5

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Road D (Minor Bridge Retaining Wall )

110.2

19560

177.5

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Road E (Retaining Wall )

180

31950

177.5

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Road F (Retaining Wall )

50

8875

177.5

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

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-

-

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Road A (Minor Bridge)

60.8

6080

100

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Road B (Minor Bridge)

60.8

6080

100

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Road C (Minor Bridge)

17.52

1752

100

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Road D (Minor Bridge)

52.14

5214

100

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

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-

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Road A (Minor Bridge)

359.92

3917765

10885.1

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Road B (Minor Bridge)

359.92

3853944

10707.78

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Road C (Minor Bridge)

65.62

729349

11114.75

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Road D (Minor Bridge)

308.5

3337312

10817.87

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Providing FILTER MEDIA behind abutment and wings for 600 mm thickness using filter materials as per Appendix - 6 of IRC: 78-2014 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to woksite including all other incidental charges etc., complete.

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-

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Road A (Minor Bridge)

36.09

41979

1163.2

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Road B (Minor Bridge)

36.09

37239

1031.85

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Road C (Minor Bridge)

37.19

38807

1043.5

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Road D (Minor Bridge)

43.64

48588

1113.4

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FILLING behind the abutments and returns as per Appendix 6 of IRC: 78-2014 with clean gritty free draining material including cost and draining material having Phi value more than 35° conveyance of materials to work site , laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including wateing, with all leads for water and all other incidental charges etc., complete.

-

-

-

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Road A (Minor Bridge)

79.83

21817

273.3

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Road B (Minor Bridge)

79.83

22747

284.95

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Road C (Minor Bridge)

85.19

25267

296.6

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Road D (Minor Bridge)

93.63

25589

273.3

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

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-

-

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Road A (Minor Bridge)

79.6

47282

594

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Road B (Minor Bridge)

79.6

47282

594

... More
Road C (Minor Bridge)

29.85

17730

594

... More
Road D (Minor Bridge)

69.65

41372

594

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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 (Minor Bridge)

35.86

3399681

94804.27

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Road B (Minor Bridge)

35.86

3399681

94804.27

... More
Road C (Minor Bridge)

8.69

823849

94804.27

... More
Road D (Minor Bridge)

31.03

2941776

94804.27

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

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-

-

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Road A (Minor Bridge)

13

84746

6518.94

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Road B (Minor Bridge)

13

82441

6341.62

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Road C (Minor Bridge)

13

82645

6357.35

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Road D (Minor Bridge)

13

83872

6451.71

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VRCC M 30 (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 APPROACH SLAB.

-

-

-

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Road A (Minor Bridge)

18.27

163129

8928.84

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Road B (Minor Bridge)

18.27

159890

8751.52

... More
Road C (Minor Bridge)

18.27

160177

8767.24

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Road D (Minor Bridge)

18.27

161901

8861.61

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VRCC 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 OVER DECK SLAB AND APPROACH SLAB.

-

-

-

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Road A (Minor Bridge)

493.5

314704

637.7

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Road B (Minor Bridge)

493.5

308027

624.17

... More
Road C (Minor Bridge)

148.5

92867

625.37

... More
Road D (Minor Bridge)

430.5

272321

632.57

... More
VRCC M40 (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 CRASH BARRIER on inner edge of footpath.

-

-

-

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Road A (Minor Bridge)

33.4

501544

15016.3

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Road B (Minor Bridge)

33.4

495621

14838.98

... More
Road C (Minor Bridge)

7.27

108724

14955.29

... More
Road D (Minor Bridge)

28.63

428132

14953.98

... More
Vibrated Cement concrete M 15 (nominal mix) using 40 mm ISS HBG graded metal including cost & conveyance of all materials to site and cost of cement at site, including cost of form work , labour charges for mixing, transporting, laying and curing concrete, soft water, hire charges for T&P, etc., complete for PARAPET OVER RETURNS.

-

-

-

... More
Road A (Minor Bridge)

6.07

63748

10502.25

... More
Road B (Minor Bridge)

6.07

62672

10324.93

... More
Road C (Minor Bridge)

6.07

62767

10340.66

... More
Road D (Minor Bridge)

6.07

63340

10435.02

... 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.

-

-

-

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Road A (Minor Bridge)

14

31794

2271

... More
Road B (Minor Bridge)

14

31794

2271

... More
Road C (Minor Bridge)

4

9084

2271

... More
Road D (Minor Bridge)

12

27252

2271

... More
Supply and fixing of High quality of PVC pipes of 150mm dia including cost and conveyance of pipes to the site and fixing in position to proper grade and level,including labour charges for fixing and including all other incidental charges for providing utility services in footpaths,

-

-

-

... More
Road A (Minor Bridge)

263.84

110733

419.7

... More
Road B (Minor Bridge)

263.84

110733

419.7

... More
Road C (Minor Bridge)

79.44

33340

419.7

... More
Road D (Minor Bridge)

230.16

96598

419.7

... 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 (Minor Bridge Retaining Wall )

53.82

320009

5945.92

... More
Road B (Minor Bridge Retaining Wall )

46.8

269970

5768.6

... More
Road C (Minor Bridge Retaining Wall )

42.12

243635

5784.33

... More
Road D (Minor Bridge Retaining Wall )

46.8

275122

5878.69

... More
Road E (Retaining Wall )

107.64

632877

5879.58

... More
Road F (Retaining Wall )

31.6

184303

5832.4

... More
Road G (Retaining Wall )

10.32

65079

6306.16

... More
Road H (Retaining Wall )

10.32

65079

6306.16

... More
Road I (Retaining Wall )

10.32

65079

6306.16

... More
Road J ( Retaining Wall )

10.32

65079

6306.16

... More
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)

-

-

-

... More
Road A (Minor Bridge Retaining Wall )

64.58

488448

7563.46

... More
Road B (Minor Bridge Retaining Wall )

56.16

414805

7386.14

... More
Road C (Minor Bridge Retaining Wall )

50.54

374503

7410.05

... More
Road D (Minor Bridge Retaining Wall )

56.16

420988

7496.23

... More
Road E (Retaining Wall )

129.17

955936

7400.61

... More
Road F (Retaining Wall )

37.9

279625

7377.97

... More
Road G (Retaining Wall )

13.34

120341

9021.12

... More
Road H (Retaining Wall )

13.34

120341

9021.12

... More
Road I (Retaining Wall )

13.34

120341

9021.12

... More
Road J ( Retaining Wall )

13.34

120341

9021.12

... More
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)

-

-

-

... More
Road A (Minor Bridge Retaining Wall )

91.66

873717

9532.16

... More
Road B (Minor Bridge Retaining Wall )

82.44

776813

9422.77

... More
Road C (Minor Bridge Retaining Wall )

71.5

669995

9370.57

... More
Road D (Minor Bridge Retaining Wall )

80.64

765599

9494.04

... More
Road E (Retaining Wall )

222.91

1961694

8800.39

... More
Road F (Retaining Wall )

54.08

505909

9354.84

... More
Road G (Retaining Wall )

24.94

302723

12138.08

... More
Road H (Retaining Wall )

24.94

302723

12138.08

... More
Road I (Retaining Wall )

24.94

302723

12138.08

... More
Road J ( Retaining Wall )

24.94

302723

12138.08

... More
FILLING behind Rtwall with Carted earth including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all incidental charges etc. complete including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all incidental charges etc.,CARTED EARTH with a lead of 5 km

-

-

-

... More
Road E (Retaining Wall )

325.68

68148

209.25

... More
Road F (Retaining Wall )

91.39

19123

209.25

... More
Road G (Retaining Wall )

9.68

2025

209.25

... More
Road H (Retaining Wall )

9.68

2025

209.25

... More
Road I (Retaining Wall )

9.68

2025

209.25

... More
Road J ( Retaining Wall )

9.68

2025

209.25

... More
Refilling behind the Retaining wall with available box cutting earth including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all incidental charges etc

-

-

-

... More
Road E (Retaining Wall )

322.92

8179

25.33

... More
Road F (Retaining Wall )

94.78

2400

25.33

... More
Road G (Retaining Wall )

30.96

784

25.33

... More
Road H (Retaining Wall )

30.96

784

25.33

... More
Road I (Retaining Wall )

30.96

784

25.33

... More
Road J ( Retaining Wall )

30.96

784

25.33

... 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 (Minor Bridge Diversion )

1037.16

202049

194.81

... More
Road B (Minor Bridge Diversion )

1037.16

202049

194.81

... More
Road C (Minor Bridge Diversion )

493.19

96078

194.81

... More
Road D (Minor Bridge Diversion )

710.77

138465

194.81

... 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.

-

-

-

... More
Road A (Minor Bridge Diversion )

202.25

39610

195.85

... More
Road B (Minor Bridge Diversion )

202.25

39610

195.85

... More
Road C (Minor Bridge Diversion )

139.45

27311

195.85

... More
Road D (Minor Bridge Diversion )

158

30944

195.85

... More
Supply and Fixing of of NP3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2000 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 (Minor Bridge Diversion )

50

206500

4130

... More
Road B (Minor Bridge Diversion )

50

206500

4130

... More
Road C (Minor Bridge Diversion )

50

206500

4130

... More
Road D (Minor Bridge Diversion )

50

206500

4130

... 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 (Minor Bridge Diversion )

165

45094

273.3

... More
Road B (Minor Bridge Diversion )

165

47016

284.95

... More
Road C (Minor Bridge Diversion )

82.5

24469

296.6

... More
Road D (Minor Bridge Diversion )

115.5

31566

273.3

... 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

-

55890554

... More
Add GST at 18%

1

-

10060300

... More
Total Value put to Tender

1

-

65950854

... 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

-

55890554

-

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

-

-

-



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