Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date9 Aug 2024
Closing Date29 Aug 2024
Tender Amount₹ 12,75,705
Costs
EMD
₹ 25,500Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Construction Of Link Road Fro Paobo To Village Obna In Km. 0/00 To 1/750
Description
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Contact
Tender Id
2024_PWD_91581_2Bid Award Id
ViewTender No
SD-I-CTR-Tender-2024-25- 5408-20 dt 07-08-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://hppwd.hp.gov.in/
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Providing, laying, spreading and compacting stone aggregates of specific sizes 63mm to 40mm ( Sixty three milimeter and Forty milimeter) water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening /binding Type-B of size 11.2 mm (Eleven point two milimeter) materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 including carriage of materials in all leads and lifts as per direction of the Engineer-in-Charge.(a) By Mechancial Means
124.49
311225
2500
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Providing applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 275 kg ./sqm ( Two hundred Seventy five kilogram/square metre) on prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
1660.05
37019
22.3
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Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 Kg/Sqm (Zero point Eighty five Kilogram) per Square meter. using mechanical means as per Techanical Specification Clause 502 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
1660.05
106243
64
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Providing, laying and rolling of open-graded premix carpet of 20 mm (Twenty milimeter) thickness composed of 13.2 mm to 5.6 mm course stone aggregates in the rate 0.27cum mixed with 14.6 Kg. per 10 Square Meter (Ten) bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing and hearing binder and aggregate in a suitable hot mix plant 30/40 tone per hour capacity transporting mixed material and laying with paver finisher and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type B as per Technical Specification Clause 508 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
1660.05
388451
234
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Providing and laying by mechanical means type-B seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 6.8 Kg. (Six point Eight)Kilograms penetration grade bitumen VG-10 mixes with 0.06cum crushed sand 2.36mm to 180 microne per 10 square meter premixed in suitable hot mix plant 30/40 tonne per hour capacity transporting rolling complete with a three 80/100KN Static road roller as per MORD technical specification clause 510 using VG-10 at he rate 6.8Kg. premixed with 0.06 cubic meter of fine aggrement per 10 square meter by mechanical means adn rolling with power road roller 8-10 tonne capacity including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
1660.05
144424
87
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