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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-Finance 122 SAMHARIYA ASOPUR TANDA AMBEDKAR NAGAR UTTAR PRADESH 224190 | AMBEDKAR NAGAR | UTTAR PRADESH | 224190 | ₹7.8 L | L1 | Accepted-Finance ACCEPT |
| 2 | L2₹7.8 L+₹1,552.52 (0.20%)Accepted-Finance | ₹7.8 L+₹1,552.52 (0.20%) | L2 | Accepted-Finance ACCEPT |
| 3 | L3₹7.8 L+₹3,881.31 (0.50%)Accepted-Finance | ₹7.8 L+₹3,881.31 (0.50%) | L3 | Accepted-Finance ACCEPT |
Tender Value
₹7.8 L
EMD Value
₹77,635
Closing Date
10 Aug 2026, 12:00 pmClosed
EO NPP GARHMUKTESHWAR
NPP GARHMUKTESHWAR
nikayantargat vibhin sthanon par channel Puliya Nirman Karya
2026_DOLBU_1173650_3
1702/NPP/GARH-nivida nirman/2026-27 date. 29-07-2026
Open Tender
Civil Works - Others
Percentage
90 days
NPP GARHMUKTESHWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹916
EO NPP GARHMUKTESHWAR
₹77,635
18 Aug 2026
31 Jul 2026
10 Aug 2026
31 Jul 2026
10 Aug 2026
31 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 clearance with dewatering. | 1 | job | 5,000 | ₹5,000 |
| 2 | Brick masonry work in cement mortar in foundation complete excluding pointing and drawing and technical specification Brick masonry in 1.4 cement mortar. | 19.26 | m3 | 6,846.2 | ₹1,31,857.81 |
| 3 | Plastering with cement mortar (1 4), 15 mm thick on brickwork in substructure as per 3 technical specification Clauses 613.4 & 1204 Plastering with 1.4 cement mortar | 40.82 | m2 | 229.2 | ₹9,355.94 |
| 4 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment on prepared Surace, mxing Dy mix in place method with rotavator at OMC and compacting with smooth wheel roler to achieve the desired density complete as per technical MORDI Specifications 401 | 6.72 | m3 | 3,463.9 | ₹23,277.41 |
| 5 | Construction un-reinforced dowel jointed at expansion and construction joint only plain cement concrete pavement thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501 2 2 M30 (Grade), coarse and fine aggregates conforming to IS: 383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than (0.2 cum capacity and appropiate weigh batcher using approved mix design, lid in approved fixed sideformwork (steel channel laying and fxing of 125 micron thick polythene fim, wedges, steel plates) including leviling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and fnished in continuous operation including provision of contraction and expansion construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridge/culvert and construction joints, | 15.38 | m3 | 8,121.8 | ₹1,24,913.28 |
| 6 | Plain cement concrete (1:2:4) in
substructure complete as per drawings and technical specification Clauses 802, 804,805, 806, 807,1202 ans 1204 for Coping. | 0.79 | m3 | 7,390.2 | ₹5,838.26 |
| 7 | Plain/Reinforcement cement concrete (1:2.4) in substructure complete as 7 per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (puliya) | 7.86 | m3 | 8,104.1 | ₹63,698.23 |
| 8 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment on prepared Surace, mxing Dy mix in place method with rotavator at OMC. and compacting with smooth wheel roler to achieve the desired density complete as per technical MORD Specifications 401 | 4.2 | m3 | 3,463.9 | ₹14,548.38 |
| 9 | Providing and Laying of I shaped grey colour Interlocking Tiles rubber moulded 80mm thick precast cement concrete having plan dimension 200x(160+120mm) with compressive strengt not be less than 30 Mpa (M-30) and weight 5kg per no specification to IS 15658-2006 as pe drawings and Technical Specification Clause 1504 | 42 | m2 | 955.9 | ₹40,147.8 |
| 10 | Supplying, ftting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clause 1002,1005,1010 & 1202 | 617.19 | kg | 70.99 | ₹43,814.32 |
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