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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.5 LAdmitted-Finance B 16 AMBEDKAR PURAM DELHI ROAD SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | -0.08% | ₹16.5 L | L1 | Admitted-Finance |
| 2 | L2₹16.5 LAdmitted-Finance GRAM TAMELAGARHI DISTRICT BAGHPAT | BAGHPAT | UTTAR PRADESH | +0.01% | ₹16.5 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Bid Under Evaluation |
Tender Value
₹16.5 L
EMD Value
₹1.7 L
Closing Date
20 Apr 2026, 5:00 pmClosed
EO, NPP Baraut
NPP Baraut
51 - Kasba Baraut ward no 22 Madina Mazid Sunil ke makan se Vakil ke makan tk ve Maksood ke makan se Pintu ke makan tk ve Hafiz ke maka se Jaffar ke makan tk ve Faruk ke makan se Firoz ke makan tk CC sadak/ Nali nirman karya.
2026_DOLBU_1132204_51
818/2025-26, Dt. 28-03-2026
Open Tender
Miscellaneous Works
180 days
Baraut
Tender Fee EMD and other documents as per tender documents/NIT
2 documents required · 2 mandatory
₹1,953
EO, NPP Baraut
₹1.7 L
16 May 2026
3 Apr 2026
21 Apr 2026
3 Apr 2026
20 Apr 2026
3 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 |
|---|---|---|---|---|---|---|
Dismentling Of Old tile Road With Base Concrete(s.i-new item no 04) | - | sqm | - | - | BI01010001010000000000000515BI0100001113 | |
disposal of old tile road in 3.0 km lead In comp/position . | - | cum | - | - | BI01010001010000000000000515BI0100001114 | |
Earth work in filling with cartage 5 km lead excluding royality in comp position | 0.32 | cum | - | - | BI01010001010000000000000515BI0100001115 | |
Cc in (1:4:8) in nalla bed with 4cm gauge b/ballast cement c/sand in comp.position (s.i-281) | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 | |
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 | - | cum | - | - | BI01010001010000000000000515BI0100001117 | |
cc in (1:2:4) in drain wall with 2.0cm gauge stone grit, cement c/sand in comp position (s.i-289) | - | cum | - | - | BI01010001010000000000000515BI0100001118 | |
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) | - | sqm | - | - | BI01010001010000000000000515BI0100001119 | |
S/fixing M.S. Channel on drain in comp/ position. In D.S.R | - | qtl | - | - | BI01010001010000000000000515BI0100001120 | |
s/fixing sign board at site in comp .position | - | nos | - | - | BI01010001010000000000000515BI0100001121 | |
Deduct the amount for old tiles . | - | nos | - | - | BI01010001010000000000000515BI0100001122 |
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tech_eval.pdf
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