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Tender Value
₹21.9 L
EMD Value
₹2.2 L
Closing Date
10 Aug 2026, 6:00 pm
EO, NPP BILARI (MORADABAD)
NAGAR PALIKA PARISHAD BILARI, DISTRICT MORADABAD
Ward No.-11 me Chhatrapal ke makan se Bhagwan Das ke Plot par hote hue Sushil ke makan tak aur Anuj ki dukaan se Munna Battery ki dukaan tak evam Chaudhary ke makan se K.K. Medical Store tak evam Dr. Pradeep ke makan se Grover ke makan ke paas tak In
2026_DOLBU_1171944_4
341/N.P.P.B./2026-27 Dated 20-07-2026
Open Tender
Civil Works
Percentage
180 days
BILARI (MORADABAD)
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,596
EXECUTIVE OFFICER, NPP BILARI
₹2.2 L
24 Jul 2026
24 Jul 2026
12 Aug 2026
24 Jul 2026
10 Aug 2026
24 Jul 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 |
|---|---|---|---|---|---|
| 1 | Site Clearence, Material shifting by Labour including all labour , T&P etc complete. DSR code No-0114 (Rate=645.0*0.749=483.10/day) | - | days | 483.1 | - |
| 2 | Earth work by mechinical / manual means in rough excavation, bankingexcavated earth in layers not exceeding 20cm in depth, breaking clods,watering, rolling each layer with “2 tonne roller or wooden or steelrammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood
banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : All kinds of soil. DSR Item No. 2.2 (Rate = 395.30-14.25-5.25 = 375.8) (= 375.8x0.749=281.48)DSR. 2.4 Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth.(5.25)
DSR. 2.5 Deduct for not watering the excavated earth for banking.(14.25 ) | 0.2 | Cu-m | 281.48 | ₹56.3 |
| 3 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm
nominal size derived from natural sources) DSR Code - 4.1.10 Rate - 6518.60x0.749 = 4882.431/cum | - | Cu-m | 4,882.43 | - |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR ITEM No-6.1.1 (Rate =7370.65*0.749=5520.62/cum) | 0.2 | Cu-m | 5,520.62 | ₹1,098.6 |
| 5 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR code No-13.4.1 (Rate=357.35*0.749=267.66/Sqm) | - | Sq-m | 267.66 | - |
| 6 | Renforcement cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources.DSR Item No -5.1.2 (Rate=9045.75*0.749=6775.25/Cum) | - | Cu-m | 6,775.25 | - |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(Thermo-Mechanically Treated bars of grade Fe-500D or more) .DSR Item No-5.22.6 (Rate=107.10*0.749=80.22/Kg) | 0.6 | Kg | 80.22 | ₹48.13 |
| 8 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC,carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified | - | Cu-m | 2,149.77 | - |
| 9 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in require
80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. DSR-2023 code-16.91.2 Rate=1091.50x0.749=817.53/Sqm | - | Sq-m | 817.53 | - |
| 10 | 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived fromnatural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR Code 2023 - 4.1.3 (Rate - 7878.50x0.749 = 5901 /cu-m | - | Cu-m | 5,901 | - |
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