Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Eprocure
Opening Date30 Sep 2024
Closing Soon22 Oct 2024
Tender Amount₹ 1,34,30,000 
Notes
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Costs

Summary

Try 92 Vedaranyam H C And M Sub Division

Description

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BOQ Items

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DO_NOT_SHOW

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Road-B

107.33

2344

21.84

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Road-C

108.17

2362

21.84

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Road-D

108.75

2375

21.84

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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam, 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

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Road-A

37.8

127421

3370.94

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Road-B

48.3

162816

3370.94

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Road-C

48.68

164097

3370.94

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Road-D

48.95

165007

3370.94

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Providing and laying Prime Coat over WMM surface using Pressure Distributor at the rate of 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

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Road-A

252

20381

80.88

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Road-B

322

26043

80.88

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Road-C

324.5

26242

80.87

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Road-D

326.25

26390

80.89

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Providing and laying Tack Coat over WMM surface (treated with primer) using Pressure Distributor at the rate of 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 per Clause 503 of MORTH Rev-5

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-

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Road-A

252

4669

18.53

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Road-B

322

5966

18.53

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Road-C

324.5

6012

18.53

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Road-D

326.25

6048

18.54

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Providing and laying Tack Coat over Existing BT surface using Pressure Distributor at the rate of 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 and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5

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Road-A

6328

169780

26.83

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Road-B

3178

85265

26.83

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Road-C

6275.5

168308

26.82

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Road-D

3986.25

106951

26.83

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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 37 Kgs of VG30 Grade bitumen for premixing per 10sqm of 50mm thick including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and 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 20-30t 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

14

133616

9544

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Road-B

29.75

283934

9544

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Road-C

60.51

577507

9544

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Road-D

34.48

329077

9544

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BC 40MM / 30mm Thick (Grade-II) Using VG30 Bitumen Providing and laying Bituminous Concrete to 30mm/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 of 40mm thick 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 30mm/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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Road-A ( 40mm Thick )

263.2

3077860

11694

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Road-B ( 40mm Thick )

140

1637160

11694

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Road-C ( 30mm Thick )

198

2315412

11694

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Road-D ( 30mm Thick )

129.38

1512969

11694

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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with an average lead of 10km and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Carted Earth with compaction for making up of low berms of lead 10km.

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Road-A

188

57605

306.41

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Road-B

100

30641

306.41

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Road-C

240

73538

306.41

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Road-D

230

70474

306.41

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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

1

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11380117

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Add GST at 18%

1

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2048421

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Total Value put to Tender

1

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13428538

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Quoted Percentage

1

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Quoted Value

1

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-

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Add GST at 18% of Final Quoted Value

1

-

-

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Total Value of Contract Including 18% of GST

1

-

-

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Basic cost of value put to tender as per Estimate

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11380117

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

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Quoted Rate in Words

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