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Construction Of Bituminous Road Near M / S. Nipha Area ( Approx. 180 Mtr. Length ) At Falta Special Economic Zone ( Fsez ) , Falta, West Bengal, Falta SEZ, Falta, West Bengal-West Bengal

Wapcos Limited has published Construction Of Bituminous Road Near M / S. Nipha Area ( Approx. 180 Mtr. Length ) At Falta Special Economic Zone ( Fsez ) , Falta, West Bengal. Submission Date for this Tender is 18-12-2021. Road Work Tenders in Falta SEZ, Falta, West Bengal West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

30171727
Construction Of Bituminous Road Near M / S. Nipha Area ( Approx. 180 Mtr. Length ) At Falta Special Economic Zone ( Fsez ) , Falta, West Bengal
Open Tender
Indian
West Bengal
Falta SEZ, Falta, West Bengal
18-12-2021

Tender Details

Construction Of Bituminous Road Near M / S. Nipha Area ( Approx. 180 Mtr. Length ) At Falta Special Economic Zone ( Fsez ) , Falta, West Bengal

Key Value

Document Fees
INR 3000 /-
EMD
Refer document
Tender Value
INR 22.20 Lakhs /-

BOQ Items

Name of Work: Construction of Bituminous Road near M/s. Nipha area (Approx. 180 Mtr. Length) at Falta Special Economic Zone (FSEZ), Falta, West Bengal
Sl. No. Item Description
1Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish outside the periphery of the area cleared.
2Dismantling manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material with all leads & lifts as per direction of Engineer-in-charge (Water bound macadam road).
3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type A (13.2 mm) (Mechanical Means)
4Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
52 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt
6Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With medium setting bitumen emulsion. On W.B.M / W.M.M. @ 0.4kg/sqm
7Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
8Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (The rate is inclusive of cost of all materials, labour, hire and usage charges of machinery and all incidental charges in this connection.)
9Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats
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