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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.4 LAccepted-AOC SECTOR 1 ADARSH NAGAR MISHRA COLONY DISTRICT SITAPUR | SITAPUR | UTTAR PRADESH | 261001 | ₹21.4 L | L1 | Accepted-AOC Financial bid is accepted at the price Rs 2141281.71 the Employer |
| 2 | L2₹21.4 LRejected-Finance | ₹21.4 L | L2 | Rejected-Finance Being higher rate rejected |
Tender Value
Refer Docs
EMD Value
₹2.3 L
Closing Date
28 Mar 2026, 6:45 pmClosed
Executive Engineer PD PWD Sitapur
Office of the Executive Engineer PD PWD Sitapur
Bridge Protection work of at Bhagautipur Rampur Mathura Kaluwapur Road (ODR) in Km 3 Basantapur Bridge
2026_CEUCZ_1129413_1
964/E-TENDER/2025-26 DT. 16-03-2026
Open Tender
Civil Works - Others
60 days
SITAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹2.3 L
Yes
Office of the Executive Engineer PD PWD Sitapur
9 Apr 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
25 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5 (Carted Earth) | |||||
| 2Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | |||||
| 3Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | |||||
| 4Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing not less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | |||||
| 5Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below | |||||
| 6Painting of Railin with one coat of ready mixed primiing paints & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labours T&P charges etc complete. As per P.W.D. specification 641. | |||||
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techsummary_2106734.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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details.html
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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BOQ_2106734.xls
BOQ • 0.24 MB
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