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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹75,985.44Admitted-Finance | -0.10% | ₹75,985.44 | L1 | Admitted-Finance |
| 2 | L2₹76,061.50Admitted-Finance B 16 AMBEDKAR PURAM DELHI ROAD SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | +0.00% | ₹76,061.50 | L2 | Admitted-Finance |
| 3 | L3₹77,772.88Admitted-Finance 05 | BAGHPAT | UTTAR PRADESH | 250101 | +2.25% | ₹77,772.88 | L3 | Admitted-Finance |
Updated dates
Tender Value
₹76,061
EMD Value
₹7,606
Closing Date
2 May 2026, 5:00 pmClosed
EO, NPP Baraut
NPP Baraut
07 - Kasba Baraut Ward No 11 Shaninagar nale ke patri pr Shivraj ke makan se Tejram ke makan tak CC Sadak/ nali nirman karya.
2026_DOLBU_1135462_7
07/2026-27, Dt. 04-04-2026
Open Tender
Miscellaneous Works
180 days
Baraut
Tender Fee EMD and other documents as per tender documents/NIT
2 documents required · 2 mandatory
₹90
EO, NPP Baraut
₹7,606
4 Jun 2026
11 Apr 2026
4 May 2026
11 Apr 2026
2 May 2026
11 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
Earth work in filling with cartage 5 km lead EXcluding royality in comp position | 0.6 | sqm | - | - | BI01010001010000000000000515BI0100001113 | |
Contruction of granular sub- base by providing well graded material spreading in uniform layers with motor grader on prepared surface ,mixing by mix in place method with rotavtor at OMC,and compacting with smooth wheel roller to achieve the desired drnsity ,as per MORD,specification 401 | 1 | cum | - | - | BI01010001010000000000000515BI0100001114 | |
cement concrete in(1:2:4)mortar in drain bed with 2cm gauge stone grit cement c/sand in complite position.(s.i-279a) | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 | |
Contruction of un-reinforced,dowel jointed at expansion and contruction joint only ,plain cement concrete pavement ,thickness as per design ,over a prepared sub-base with 43 grade cement @400kg per cum ,coarse and fine aggregates confirming to IS 383 maxium size of coarse aggregates not exceeding 25mm,mixed in abatching and mixing plant as per approved mix design transported to site laid with a fixed form or slip from paver , spread ,compacted and finished in a continous opration including provision of contruction ,expension contruction and longitudinaten joints ,joint filler ,separatio membrane ,sealant primer ,joint sealent ,debonding strip,dowel bar ,tie rod ,admixtures as approved ,curing compound ,finishing to line and grade as per drawing including 14 days curing in comp .position (new item8 (1) | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
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