Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date14 Sep 2024
Closing Date30 Sep 2024
Tender Amount₹ 1,16,85,000 
Notes
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Costs

Summary

Mdu No 097 Tn No 22 2024 25 Hdo Dated 05 09 2024

Description

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BOQ Items

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DO_NOT_SHOW

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Road C

82.5

182002

2206.09

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Prime coat Providing and laying Prime Coat over WBM/ WMM surface using 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 Specification no. 111, 112, 501,502,900- over WMM

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Road C

550

44863

81.57

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Tack coat - Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 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 perClause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900

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Road C

550

10340

18.8

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Tack coat - Providing and laying Tack Coat over Existing BT surface using 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 perClause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900

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Road A

5304.38

143483

27.05

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Road B

5312.55

143651

27.04

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Road C

11550

312312

27.04

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Advance B.T. Patches with bituminous premixed chips upto 50 mm thick using standard 45mm IRC size HBG metal premixed with 44kg. of VG 10 (80/100) grade bitumen per cum of metal including cost and conveyance of all materials to site inclusive of cost of bitumen which will be procured by the contractor etc., complete

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Road A

23.66

89056

3764.02

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Road B

22.94

85858

3742.73

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Road C

38.62

143796

3723.37

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Bituminous Macadam :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 37Kgs 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 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 Specification no.111,112,501,503,900 - Grading II

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Road A

49.7

426308

8577.64

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Road B

49.7

426308

8577.64

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Road C

27.5

235885

8577.64

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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 No 111,112,507,900 complete in all respects - Grading II

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Road A

159.13

1725252

10841.78

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Road B

159.38

1727962

10841.78

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Road C

363

3935566

10841.78

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Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias 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 c). Formation of embankment using carted earth with a lead of 2 km. having CBR value of more than 8 - Diversion Road & Filling the Aboutments

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Road A

369

72681

196.97

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Road B

366

72091

196.97

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Road C

613.5

120841

196.97

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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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9902266

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Add GST at 18%

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1782408

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Total Value put to Tender

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11684674

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Excess/Less Percentage

1

-

-

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Final Value

1

-

-

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Add GST at 18% of Final 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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9902266

-

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

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