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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.7 LAdmitted-Finance | -0.05% | ₹17.7 L | L1 | Admitted-Finance |
| 2 | L2₹17.7 L+₹887.11 (0.05%)Admitted-Finance | +0.00% | ₹17.7 L+₹887.11 (0.05%) | L2 | Admitted-Finance |
| 3 | L2₹17.7 L+₹887.11 (0.05%)Admitted-Finance | +0.00% | ₹17.7 L+₹887.11 (0.05%) | L2 | Admitted-Finance |
Tender Value
₹17.7 L
EMD Value
₹1.8 L
Closing Date
11 Aug 2026, 6:00 pmClosed
EO, NPP BILARI (MORADABAD)
NAGAR PALIKA PARISHAD BILARI, DISTRICT MORADABAD
Nagar Palika Parishad, Bilari Prangan me C.C. Interlocking Tiles evam Bricks Naali nirmaan karya. (RVA)
2026_DOLBU_1171944_31
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
₹2,124
EXECUTIVE OFFICER, NPP BILARI
₹1.8 L
27 Aug 2026
27 Jul 2026
13 Aug 2026
27 Jul 2026
11 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 | 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 ) | 1 | Cu-m | 281.48 | ₹281.2 |
| 3 | 1:5:10 (1 cement : 5 coarse sand (zone-llIl) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR Code 2023 - 4.1.10 (Rate - 6518.60x0.749 = 4882.43 /cu-m | 1 | Cu-m | 4,882.43 | ₹4,877.55 |
| 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) | - | Sq-m | 267.66 | - |
| 6 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.10.15.1. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) DSR.Item 10.15 & 10.15.1 (Rate = 195.2x0.749= 146.20) | 1 | kg | 146.2 | ₹146.05 |
| 7 | 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 thickness with motor grader on prepared surface and compacting with vibratory power rollerto achieve the desired density, complete as per specifications and directions of Engineerin-
Charge With material conforming to Grade-Il (size range 53 mm to
0.075 mm ) having CBR Value-25.I.S.16.78.2. Rate = (2924.85x0.735 = 2149.765 rupee | - | Cu-m | 2,149.77 | - |
| 8 | 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 required colour & pattern over 50 mm
thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. | - | Sq-m | 817.53 | - |
| 9 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 40 mm nominal size) in pavements, laid to required slope and
camber in panels as required including consolidation finishing and tamping complete. DSR -2023 code-16.42(Rate= 7993.80*0.749=5987.36/cum) | - | Cu-m | 5,987.36 | - |
| 10 | 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) | - | Sqm | 98.68 | - |
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