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Tender Value
₹14.1 L
EMD Value
₹1.4 L
Closing Date
10 Aug 2026, 6:00 pm
EO, NPP BILARI (MORADABAD)
NAGAR PALIKA PARISHAD BILARI, DISTRICT MORADABAD
Ward No.-23 me Shamshan Ghat ki baayi evam peeche ki or bani Boundary Wall ka Plaster, Painting, Light evam Pahunch Marg par Tiles ka karya. (RVA)
2026_DOLBU_1171944_28
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
₹1,770
EXECUTIVE OFFICER, NPP BILARI
₹1.4 L
27 Jul 2026
27 Jul 2026
12 Aug 2026
27 Jul 2026
10 Aug 2026
27 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 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of
Engineer-in-Charge. DSR 2023 code No. 16.83 (Rate=131.75*0.749=98.68/Sqm) | - | Sq-m | 98.68 | - |
| 2 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver
blocks shall be supplied by the department free of cost). DSR 2023 code No. 16.84 (Rate=402.95*0.749=301.81/Sqm) | - | Sq-m | 301.81 | - |
| 3 | 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 ) | - | Cu-m | 281.48 | - |
| 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) | 1 | Cu-m | 5,520.62 | ₹5,515.1 |
| 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) | 0.8 | Sq-m | 267.66 | ₹213.86 |
| 6 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water
thinnable priming coat with cement primer DSR-2023 code No-13.41.1 (Rate=185.65*0.749=139.05/Sqm) | - | Sqm | 139.05 | - |
| 7 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR code No-13.80 (Rate=156.05*0.749=116.88/Sqm) | - | Sqm | 116.88 | - |
| 8 | Providing & Laying P.C.C. 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. DRS 2023 Item no -(4.1.10) Rate(6518.60*0.749=4882.43/Cum) | - | Cu-m | 4,882.43 | - |
| 9 | Dark Shade pigment using ordinary cement Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). DSR.2023 CLAUSE 11.2.3( Rate - 1119.5*0.749 = | - | Sqm | 838.51 | - |
| 10 | Construction of granular Sub -base by provinding close graded material conforming to specificationS,mix plant at OMC,Carriage of mixed material by tipper to work site,for all leads & Lifts spreading in uniform layers with motor graded on prepared surface and compacting with vibratory power roller to achieve the Desired Density complete as per specification and direction of Engineer -in Charge . with material conforming to Grade -II (size range 26.50mm to 0.075mm having CBR Value-20) DSR No-16.78.3 (Rate =2808.55*0.749=2103.60/cum) | 1 | Cu-m | 2,103.6 | ₹2,101.5 |
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