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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-Finance | L1 | Accepted-Finance L1 BIDDER | |
| 2 | l2₹6.1 L+₹6,883.46 (1.14%)Rejected-Finance | l2 | Rejected-Finance L2 BIDDER |
Tender Value
₹5.8 L
EMD Value
₹11,600
Closing Date
28 Jun 2023, 6:00 pmClosed
Executive Engineer
HPPWD Division Kotkhai
Providing and laying G-II from 0/00 to 0/300, 20 mm M.S.S in K.M. 0/00 to 0/300
2023_PWD_75354_3
PW-KD-E-Tender/2022-23-1067-70 dated 17-6-2023
Open Tender
Civil Works - Roads
Item Rate
60 days
Kotkhai
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
₹11,600
18 Jul 2023
22 Jun 2023
30 Jun 2023
22 Jun 2023
28 Jun 2023
22 Jun 2023
Amount
Providing, laying , speading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thockness, hand packing, roling with smooth wheel roller 80-100KN in stages to proper grade and camber applying and brooming stonescreening/binding materials to fill-up the interstices of course aggregate watering and compacting to the required density Grading - 2 as per technical specification clause 405. including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.
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 rate of 0.70-1.0 Kg/sqm using mechanical means as per technical specification clause 502. including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical specification clause 503. including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness by mechanical means composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 complete in all respect including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
Laiq Ram Chauhan and Sons
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tech_eval.pdf
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