Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date21 Sep 2024
Closing Date8 Oct 2024
Tender Amount₹ 1,56,00,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Road C

181.25

3958

21.84

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Road D

186.25

4067

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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Road A

91.13

198737

2180.81

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Road B

73.13

159482

2180.81

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Road C

81.56

177866

2180.81

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Road D

83.81

182773

2180.81

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Prime coat - Providing and laying PrimeCoat over WBM/ WMM surface using 7Kg of Emulsion Bitumen(SS1) per 10sqm 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 per Clause 502 of MORTH Rev-5.

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Road A

607.5

49632

81.7

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Road B

487.5

39833

81.71

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Road C

543.75

44429

81.71

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Road D

558.75

45655

81.71

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Tack coat - Providing and layingTackCoat overWBM/ WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm 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 per Clause 503 of MORTH Rev-5

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Road A

607.5

11445

18.84

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Road B

487.5

9184

18.84

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Road C

543.75

10244

18.84

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Road D

558.75

10526

18.84

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Tack coat - Providing and laying Tack Coat over Existing BT surface using 2Kg 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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Road A

14966.25

405286

27.08

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Road B

3740.9

101303

27.08

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Road C

3412.5

92410

27.08

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Road D

3669.58

99372

27.08

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Bituminous Macadam -Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50 13.20mm, 0.43 cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min required temperature using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks,Paver Finisher,Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5

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Road A

124.69

1079294

8655.82

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Road B

24.38

211028

8655.82

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Road C

29.06

251538

8655.82

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Road D

28.13

243488

8655.82

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Bituminous Concrete - Bituminous Concrete -rovidingandlaying Bituminous Concrete to 30/40 mm thick using 0.13 cum of 19.009.50mm, 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10s qm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature andmixing themin required temperature incentral hotmixplant20-30toncapacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniformthickness of 40mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tonne Vibratory to th erequired densityetc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30tCMPwithbitumenboiler, tipper trucks, Paver Finisher,Vibratory roller and all other tools and plant required, including fuel andall other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

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Road A

467.21

5160871

11046.15

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Road B

126.85

1401204

11046.15

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Road C

118.68

1310957

11046.15

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Road D

126.85

1401204

11046.15

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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositingonbankwith all leads and lifts as per SS20B including cost of all labour charges,materials, tools, equipments andall incidental charges, includingcompacting withpower roller, watering, includingall hire and fuel charges for all tools and plants, removal of other deleteriousmatter and obstructions, trimming of bottomof excavationback filling, clearingup the site anddisposal of all surplusmaterials etc., complete as per standard specification. For making up of low berms with conveyance

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Road A

829

197343

238.05

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Road B

330

78556

238.05

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Road C

316.5

75342

238.05

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Road D

332

79032

238.05

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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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13144045

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Add GST at 18%

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2365928

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Total Value put to Tender

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15509973

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Negotiated Percentage

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Final Negotiated Value

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Add GST at 18% of Final Negotiated Value

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Total Value of Contract Including 18% of GST

1

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-

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Basic cost of value put to tender as per Estimate

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13144045

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

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