Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Eprocure
Opening Date30 Sep 2024
Closing Date22 Oct 2024
Tender Amount₹ 94,80,000 
Notes
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Costs

Summary

Try 88 Mayiladuthurai 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

114.17

2493

21.84

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Road-C

114.67

2504

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

51.61

163287

3163.88

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Road-B

51.38

162560

3163.88

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Road-C

51.61

163287

3163.88

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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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-

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Road-A

344

27788

80.78

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Road-B

342.5

27667

80.78

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Road-C

344

27788

80.78

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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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Road-A

344

6364

18.5

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Road-B

342.5

6336

18.5

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Road-C

344

6364

18.5

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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 surface cleaned with mechanical broom as per clause 503 - over the existing BT surfaces .as per MORT&H Rev. V specifications No.111, 112, 503, 900.

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Road-A

4999

133973

26.8

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Road-B

4896.75

131232

26.8

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Road-C

4295.25

115112

26.8

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Advance patch work to an average thickness of 50mm using premixed 45mm IRC metal over the existing BT surface using 44Kg of bitumen of grade 80/100 per cum of chips for premix and consolidation well including cost and conveyance of chips to work site and including cost of bitumen which shall be procured by the contractor himself and all labour charges etc., complete.

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-

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Road-A

12.11

52704

4352.18

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Road-B

11.61

50610

4359.24

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Road-C

10.18

44474

4368.77

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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

50.55

469350

9284.88

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Road-B

49.58

460344

9284.88

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Road-C

43.96

408163

9284.88

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BC 30mm Thick (Grade-II) Using VG30 Bitumen Providing and laying Bituminous Concrete to 30mm 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 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

160.19

1828181

11412.58

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Road-B

157.07

1792573

11412.58

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Road-C

139.02

1586576

11412.58

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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 Consolidation, 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, Clearingup The Site And disposal Of All Surplus materials Etc., Complete As Per Standard Specification. for Low Berms

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Road-A

416.67

127671

306.41

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Road-B

402.9

123452

306.41

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Road-C

356.7

109296

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

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8032666

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Add GST at 18%

1

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1445880

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Total Value put to Tender

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9478546

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Quoted Percentage

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Quoted Value

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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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-

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Basic cost of value put to tender as per Estimate

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8032666

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

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-

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Quoted Rate in Words

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