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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-AOC | L1 | Accepted-AOC FD Submitted | |
| 2 | L2₹11.7 L+₹12,460 (1.07%)Rejected-Finance | L2 | Rejected-Finance 2nd lowet | |
| 3 | Rejected-Technical | - | Rejected-Technical Required document not full fill | |
| 4 | Rejected-Technical | - | Rejected-Technical Required document not full fill | |
| 5 | Rejected-Technical 2330 WARD NO 3 NAYA GANJ AKBARPUR KANPUR DEHAT | KANPUR DEHAT | UTTAR PRADESH | 209101 | - | Rejected-Technical Required document not full fill |
Tender Value
₹16.1 L
EMD Value
₹1.6 L
Closing Date
12 Oct 2023, 11:00 amClosed
Executive Engineer
Office of the Executive Engineer Irrigation Division Kanpur Dehat
Repairing and Resurfacing of Service road on Fatehpur Branch Canal from km 13.421 to 14.421
2023_UPIDC_846770_2
03/EE/2023-24
Open Tender
Civil Works
Item Rate
30 days
irrgaion Division kanpur dehat
As tender condition
2 documents required · 2 mandatory
₹944
₹1.6 L
10 Nov 2023
6 Oct 2023
12 Oct 2023
6 Oct 2023
12 Oct 2023
6 Oct 2023
Amount
Cleaning jungle including uprooting of rank vegetations grass, bush, wood trees and saplings of girth upto 30 cm. measured at a height of 1 meter above ground level & removal of rubbish upto a distance of 50 meters out side the periphery of area cleared. (S.I.No.259)
Providing, laying, spreading and compacting stone aggregates of specific sizes to 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 materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.
Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.30 kg per sqm on the granular surface cleaned with mechanical broom as per technical specification clause 503.
Providing, laying and rolling of open-graded Premix Carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen (VG-10) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in Hot Mix plant, laying and finishing with paver finisher and compaction with three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by Seal Coat 'Type-C' as per MORD Technical Specification Clause 508
Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 'Type-C' as per Technical Specification Clause 510
Edging with straight over burnt bricks ( M-150) laid dry lengthwise including excavation ,refilling,consolidation with a hand packing and spreading nearly surplus earth within a lead of 50 metr.
Earthwork in cutting or in embankment in ordinary soil excavation in the form of irregular pits also including 1.50 met lift and 200 metr. Lead beyond 30 metr initial lead including manual compaction as per E in Charge
M/S RAJORIA ASSOCIATES
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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