Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date9 Sep 2024
Closing Date1 Oct 2024
Tender Amount₹ 2,44,10,000 
Notes
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Costs

Summary

Try 36 Peravurani H C And M Sub Division

Description

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BOQ Items

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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 Vth Rev., 111, 112 & 201 a) box cutting for widening portion

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Road A

1625.99

200419

123.26

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Road B

587.25

72384

123.26

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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 Soil Compactor to achieve the desired density, complete as per clause 401 ) - for Grading V Material. as per MORT&H Rev. V specifications No.111,112,401,900.

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Road A

712.33

1871048

2626.66

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Road B

182.25

469085

2573.86

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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 Soil Compactor to achieve the desired density, complete as per clause 401 ) - for Grading III Material. as per MORT&H Rev. V specifications No.111,112,401,900.

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Road A

347.48

945361

2720.62

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Providing and laying spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with 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

1609.76

4625564

2873.45

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Road B

337.5

969789

2873.45

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Providing and laying Prime Coat over WBM/ 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

10885.38

887267

81.51

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Road B

1337

108978

81.51

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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 Emulsion Bitumen (RS-1) 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

10885.38

204427

18.78

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Road B

1337

25095

18.77

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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 costof 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

117.6

3177

27.02

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Road B

549.08

14836

27.02

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Providing, laying Bituminous Macadam 50mm thick using 0.20 cum of 26.50-13.20mm, 0.43 cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC meta lwith 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 the min required temperature using Central hot mix plant 20 ton capacity ,conveying the mix by tipper trucks to paversite, spreading the mix to uniformthickness of 50mm with mechanical paver to the specified grades and crosections and consolidatedby8- 10 tonne Vibratory Roller to the required density etc.,including labour for attending to paver to site etc.,including hire and fuel charges for20 30t CMP with bitumen boiler, tipper trucks,Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental chargesetc ., complete as per specification using CMP as per clause 504 of MORTH Rev-5.(Grading II)

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Road A

548.97

5053082

9204.66

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Providing, laying 50mm consolidated thick Dense Bituminous Macadam (grade II) using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5

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Road B

66.85

711931

10649.68

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Providing and laying Bituminous Concrete (grade II) to 30 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 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 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

330.1

3779281

11448.9

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Road B

56.59

647893

11448.9

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Providing compaction for embankment /makingup of low berms using the available box cut earth including all hire and fuel charges for powerroller for compaction, watersprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.

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Road A

394.05

10505

26.66

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Providing Barrier Type Kerb for median / islands using vibrated cement concrete of grade M 20 (1:1.5:3) using 20 and 12 mm ISS HBG metal from approved quarry, and Using M Sand including cost and conveyance of all materials to work site, including all other incidental charges etc, complete as per drawing and standard specification

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Road B

58.5

29849

510.25

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Refilling of berms on both sides of carriageway by using exess box cut earth available at site with consolidation by compaction and in accordance with the specifications and the lines and cross sections shown in the drawings or as indicated by the engineer as per MORTH.

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Road B

5.45

233

42.85

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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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20684163

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Add GST at 18%

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3723149

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Total Value put to Tender

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24407312

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Quoted Percentage

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Quoted Value

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Add GST at 18% of Final Quoted Value

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Total Value of Contract Including 18% of GST

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Basic cost of value put to tender as per Estimate

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20684163

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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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