Highways Department Tender

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Highways Department Tender

Civil And Construction
Road Construction
Eprocure
Opening Date21 Jul 2023
Closing Date10 Aug 2023
Tender Amount₹ 5,01,06,180 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- V Material (Morth No. 111, 112, 401, 900)

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Road A

998.73

1608993

1611.04

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Road B

227.5

360505

1584.64

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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading - III Material (Morth No. 111, 112, 401, 900)

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-

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Road A

768.25

1310903

1706.35

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Road B

175

293991

1679.95

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

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-

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Road A

1920.63

3797796

1977.37

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Road B

437.5

865099

1977.37

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

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-

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Road A

7682.5

575649

74.93

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Road B

1750

131127

74.93

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

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-

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Road A

7682.5

128605

16.74

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Road B

1750

29295

16.74

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Bituminous Macadam Providing and laying bituminous macadam with Mini 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 using manual labour to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - Grading II (Table 500-7) for patch work. (Morth No. 111, 112, 501, 504, 900, 3004)

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Road A

80.58

622157

7720.99

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Road B

12.59

96524

7666.74

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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces(Morth No. 111, 112, 501, 503, 900)

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-

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Road A

16759.38

404906

24.16

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Road B

3825.63

92427

24.16

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

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Road A

837.97

6659364

7947.02

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Road B

191.28

1520105

7947.02

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Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 30) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading I (Morth No. 111, 112, 505, 900)

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Road A

614.6

5349177

8703.51

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Road B

140

1218491

8703.51

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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,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II (Morth No. 111, 112, 501, 507, 900)

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-

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Road A

733.26

7458009

10171.03

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Road B

167.27

1701308

10171.03

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Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification for making up berms using box cut earth.Hire & Labour charges Only.(Morth No. 111, 112, 301, 305, 900)

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-

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Road A

1851.75

46997

25.38

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Road B

396

10050

25.38

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RETAINING WALL

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Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts all other incidental charges such as shoring, strutting, balling out water and forming protective bunds, wherever necessary etc., completes as per standard specification for Foundation SS20B FOUNDATION OF RETAINING WALLS. (Morth No. 111, 112, 301, 305, 900)

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Road A

383.76

86000

224.1

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Road B

108.16

24238

224.1

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Vibrated Cement Concrete M20 grade Nominal mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Foundation. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)

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-

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Road A

95.94

571417

5955.99

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Road B

27.04

160351

5930.15

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Vibrated Cement Concrete M20 grade Nominal mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Body wall. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)

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-

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Road A

571.95

4762833

8327.36

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Road B

161.2

1339370

8308.75

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Vibrated Cement Concrete 1:2:4 Nominal mix 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. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)

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-

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Road A

37.18

398812

10726.54

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Road B

10.57

113106

10700.68

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Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications (Morth No. 2706, 900)

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-

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Road A

185

37573

203.1

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Road B

52

10561

203.1

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Refilling behind body walls with excavated soil including conveyance of all materials to worksite including labour charges for filling in layers compacting by manual labour under optimum moisture content to get the maximum density as layers including all incidental charges etc., complete (Labour only) (Morth No. 111, 112, 304, 900)

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-

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Road A

313.65

12216

38.95

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Road B

88.4

3443

38.95

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Pipe Culvert

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-

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Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts all other incidental charges such as shoring, strutting, balling out water and forming protective bunds, wherever necessary etc., completes as per standard specification. (Morth No. 111, 112, 304)

1

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-

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Road B

9.41

2108

224.1

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Vibrated Cement Concrete M20 nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for Foundation of culverts (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)

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-

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Road B

1.2

7116

5930.15

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Vibrated Cement Concrete M20 nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cement complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for Body wall of culverts. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)

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-

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Road B

9.34

80930

8664.91

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Vibrated Cement Concrete 1:2:4 nominal mix 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 Cut Parapet. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)

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-

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Road B

0.61

6292

10314.84

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Supply of NP 4 class RCC 1000 mm dia. pipes specified below confirming to IS 458 / 2003 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 dapartmental officers etc., complete (Morth No. 2900, 900)

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-

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Road B

2.5

9720

3888

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Hoisting and fixing of 1000mm dia pipes proper gradient including all labour charges and all other incidental charges etc., complete (Morth No 2904, 2905, 2906)

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-

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Road B

2.5

605

242

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Filling behind body walls with excavated earth including cost and conveyance of all materials to worksite including labour charges for filling in layers compacting by manual labour under optimum moisture content to get the maximum density as layers inclusive and all other incidental charges etc., complete (Morth No. 111, 112, 304, 900)

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-

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Road B

6.51

253

38.95

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

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Basic cost of value put to tender as per estimate

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42462864

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Add GST at 18%

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7643316

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Total Value put to Tender

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50106180

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Differnce Amount (Excess/less)

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-

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Quoted Amount (Basic Rate Only)

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-

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Add GST at 18% of Quoted Amount

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-

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Total Value of Quoted Amount including 18% of GST

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-

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Basic cost of value put to tender as per Estimate

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42462864

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

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