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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹36.9 LAdmitted-Finance | -6.50% | ₹36.9 L | L1 | Admitted-Finance |
| 2 | L2₹39.3 LAdmitted-Finance | -0.20% | ₹39.3 L | L2 | Admitted-Finance |
| 3 | L3₹39.4 LAdmitted-Finance ITWA | -0.10% | ₹39.4 L | L3 | Admitted-Finance |
Tender Value
₹39.4 L
EMD Value
₹3.9 L
Closing Date
13 Apr 2026, 2:00 pmClosed
E.O.
N.P. Ekdil
Contraction C.C Road and,Nali Station Road Toward Sayyed Masjid Moh Hari Nagar
2026_DOLBU_1129360_1
1366/EN/NPE/2025-26 /18
Open Tender
Civil Works
30 days
N.P. Ekdil
Contraction C.C Road and,Nali Station Road Toward Sayyed Masjid Moh Hari Nagar
2 documents required · 2 mandatory
₹4,750
Yes
E.O.
₹3.9 L
Yes
N.P. Ekdil
28 Apr 2026
23 Mar 2026
13 Apr 2026
23 Mar 2026
13 Apr 2026
23 Mar 2026
23 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation in foundation in ordinary soil (loam, clay or sand )including lift up to 1.5 meter and lead up to 30 meter all as per sor 251 | |||||
| 2Earth work in filling cartage up to 8.0 km excluding royality | |||||
| 3Cement concrete in 1:4:8 cement and coarse sand with approved stone ballast all as per sor no 281 | |||||
| 4First class brick work in 1:4 cement and coarse sand including supply of all materials ,labour and t&p all as per 303 N.S | |||||
| 5Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | |||||
| 612 mm cement plaster of mix 1:6 cement and c sand asper dsr 13.4.2 | |||||
| 75.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).as per dsr 5.3 | |||||
| 8Supply and fixing of sign board with granite stone | |||||
| 9Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars as per dsr 5.22.1 | |||||
| 10GST | |||||
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