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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹1.9 L+₹617.23 (0.32%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹2.0 L+₹7,001.71 (3.65%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹1.9 L
EMD Value
₹3,858
Closing Date
25 Jun 2026, 4:00 pmClosed
EXECUTIVE OFFICER
NAGAR PALIKA PARISHAD PILKHUWA
1- Ward sankhya 1 mein Lakhmi ke Makan se tahsil masjid wali road ki or nali V sadak Nirman karya
2026_DOLBU_1162099_1
256 Dt 01-06-2026
Open Tender
Miscellaneous Works
Percentage
90 days
PILKHUWA
Tender fee,EMD and other document as per Tender Document/NIT
2 documents required · 2 mandatory
₹228
EO NPP Pilkhuwa
₹3,858
20 Jul 2026
19 Jun 2026
26 Jun 2026
19 Jun 2026
25 Jun 2026
19 Jun 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 | 1 | m3 | 303.8 | ₹303.77 |
| - | Excavation in foundation in ordinary soil (loam clay, or sand) including lift upto 1.5 metre and lead upto 30 m & including filling, watering and ramming of excavated earth into the trenches or into the space bwtween the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge of 30 m from the foundation trenches. | 1 | m3 | 110 | ₹109.99 |
| - | 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 | 3,384 | - |
| - | 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 | 7,088.9 | - |
| - | 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 | 0.2 | m3 | 6,967.6 | ₹1,393.52 |
| - | 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 | 220.5 | - |
| - | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specificatio Clause 1002,1005,1010 & 1202 | 0.6 | Qtl | 7,113 | ₹4,267.8 |
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