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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹35.7 LAdmitted-Finance | -0.39% | ₹35.7 L | L1 | Admitted-Finance |
| 2 | L2₹36.0 L+₹31,882.54 (0.89%)Admitted-Finance | +0.50% | ₹36.0 L+₹31,882.54 (0.89%) | L2 | Admitted-Finance |
| 3 | L3₹36.2 L+₹49,794.07 (1.40%)Admitted-Finance ALKAPURI ETAWAH | ETAWAH | UTTAR PRADESH | 206001 | +1.00% | ₹36.2 L+₹49,794.07 (1.40%) | L3 | Admitted-Finance |
Tender Value
₹35.8 L
EMD Value
₹71,646
Closing Date
28 Jul 2026, 9:00 amClosed
EXECUTIVE OFFICER
NAGAR PALIKA PARISHAD PILKHUWA
9 Mahulla Saddikpura mein Jatana Saini ke makaan se IS Jewellers ki or naali wa CC sadak nirman kaarya
2026_DOLBU_1171707_16
399 Dt 01-07-2026
Open Tender
Miscellaneous Works
Percentage
90 days
PILKHUWA
Tender fee,EMD and other document as per Tender Document/NIT
2 documents required · 2 mandatory
₹4,228
EO NPP Pilkhuwa
₹71,646
6 Aug 2026
23 Jul 2026
28 Jul 2026
23 Jul 2026
28 Jul 2026
23 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 | Construction of Embankement with Material Obtained from Borrow Pits | - | - | - | - |
| - | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | m3 | 319.7 | - |
| - | Dismantling brick work | - | - | - | - |
| - | Dismantling of existing structure like culvert, bridges, retaining wall and other structure comprising of brick masonary , including T&P and scafffolding whatever necessary,sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material, disposal material with all his lifts and lead of 1000m as per technical specification clause 202. | - | M | 517.8 | - |
| - | Granular Sub-base with Well Graded Material (Table 400.1) | - | - | - | - |
| - | (A) By Mix in Place Method | - | - | - | - |
| - | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/ tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per technical MORD Specifications 401 | - | m3 | 3,463.9 | - |
| - | 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. | - | m3 | 7,390.2 | - |
| - | Brick masonry work in 1:4 in foundation complete excluding pointing and plastering, as per drawing and Technical Specifications Clauses 1202 & 1203 Sr No. 12.1 Ref No.600 | 1 | m3 | 6,846.2 | ₹6,845.52 |
| - | Plastering with cement mortar (1:4 ) 15 mm thick on brick work in substructure as per Technical Specifications Clauses 613.4 & 1204 Sr No. 12.3Ref No.600 | - | m2 | 229.3 | - |
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