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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.7 LAdmitted-Finance | -0.05% | ₹11.7 L | L1 | Admitted-Finance |
| 2 | L2₹11.7 L+₹582.94 (0.05%)Admitted-Finance | +0.00% | ₹11.7 L+₹582.94 (0.05%) | L2 | Admitted-Finance |
| 3 | L2₹11.7 L+₹582.94 (0.05%)Admitted-Finance | +0.00% | ₹11.7 L+₹582.94 (0.05%) | L2 | Admitted-Finance |
Tender Value
₹11.7 L
EMD Value
₹1.2 L
Closing Date
11 Aug 2026, 6:00 pmClosed
EO, NPP BILARI (MORADABAD)
NAGAR PALIKA PARISHAD BILARI, DISTRICT MORADABAD
Ward No.-11 me Gaushala ke Eent Kharanja evam Bricks Naali nirmaan karya. (RVA)
2026_DOLBU_1171944_25
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
₹1,416
EXECUTIVE OFFICER, NPP BILARI
₹1.2 L
21 Aug 2026
25 Jul 2026
13 Aug 2026
25 Jul 2026
11 Aug 2026
25 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 ) | - | Cu-m | 281.48 | - |
| 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 | - | 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) | - | Cu-m | 5,520.62 | - |
| 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 | Laying water bound macadam sub base with brick aggregate and binding material earth etc. including screeining, shorting and spreadin to templet and consolidation with light power road roller etc dsr. Code 16.5.2 rate - 879.7x0.749 = 658.895/cum | - | cum | 658.9 | - |
| 7 | for Kharanja Common brunt clay modular bricks class designation 12.5 (1986) | - | nos | 5.45 | - |
| 8 | Laying of bricks laid in required line, level, curvature, 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. Bricks 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 | - |
| 9 | 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 | - |
| 10 | Add GST 18% | - | Percent | 1 | - |
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