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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88.7 LAccepted-AOC | ₹88.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹88.9 L+₹13,745 (0.15%)Rejected-AOC | ₹88.9 L+₹13,745 (0.15%) | L2 | Rejected-AOC L2 |
| 3 | L3₹89.3 L+₹59,563 (0.67%)Rejected-AOC | ₹89.3 L+₹59,563 (0.67%) | L3 | Rejected-AOC L3 |
| 4 | L4₹89.8 L+₹1.1 L (1.19%)Rejected-AOC | ₹89.8 L+₹1.1 L (1.19%) | L4 | Rejected-AOC L4 |
| 5 | L5₹90.3 L+₹1.5 L (1.70%)Rejected-AOC | ₹90.3 L+₹1.5 L (1.70%) | L5 | Rejected-AOC L5 |
Tender Value
Refer Docs
EMD Value
₹9.2 L
Closing Date
30 Oct 2025, 4:00 pmClosed
Executive officer Nagar Panchayat Kulpahar
Executive officer Nagar Panchayat Kulpahar
Restoration work of Kishore Sagar pond located in Ward No. 13 Netajiward.
2025_DOLBU_1078991_1
243/Tender Notice/2025-26 DATED 30.09.2025
Open Tender
Civil Works
Fixed-rate
180 days
Executive officer Nagar Panchayat Kulpahar
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,856
Executive officer
₹9.2 L
9 Mar 2026
1 Oct 2025
31 Oct 2025
1 Oct 2025
30 Oct 2025
1 Oct 2025
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 |
|---|---|---|---|---|---|
| 1 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. DSR-14.23 | 1,508.1 | KL | 168.23 | ₹2,53,707.66 |
| 2 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion DSR-16.81 | 40 | RM | 2,504.41 | ₹1,00,176.4 |
| 3 | Making Coffer Dam with laying of empty gunny bags including filling of sandy/local soil and placing in two parallel kines with proper gaps in river to retain the water for construction of work . | 40 | RM | 4,411 | ₹1,76,440 |
| 4 | Digging of Slush including lift upto 1.50 m and load upto 30 mtr and also including transportation of excatied slush with in the campus by tractor trolly or dumpers etc. | 754.05 | cum | 245 | ₹1,84,742.25 |
| 5 | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m.(5 fts.) and lead upto 30m.(100 fts.) & including filling. watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30 m.(100 fts.) from the foundation trenches. DSR-2.1.1 | 1,137.24 | cum | 94.55 | ₹1,07,526.04 |
| 6 | Cartage of dismantled malba/earth including loading and unloading but excluding stacking, on Pucca Roads, Assume that 7 tonners truck will carry 4 cm. Meter of material. | 754.05 | cum | 246 | ₹1,85,496.3 |
| 7 | Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation. DSR-4.1.8 | 52.95 | cum | 4,960.03 | ₹2,62,633.59 |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 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)Footing DSR-5.1.2 | 117.6 | cum | 6,586.49 | ₹7,74,571.22 |
| 9 | 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). Column DSR-5.2.2 | 55.95 | cum | 7,756.05 | ₹4,33,951 |
| 10 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. DSR-5.22.6 | 174.27 | QTL | 7,852.89 | ₹13,68,523.14 |
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