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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹27.8 LAdmitted-Finance 00 BALIHAWAN DEH MAFI BALIHAWAN DEH MAFI KAUSHAMBI KAUSHAMBI UTTAR PRADESH 212202 | KAUSHAMBI | UTTAR PRADESH | 212202 | -0.20% | ₹27.8 L | L1 | Admitted-Finance |
| 2 | L2₹28.2 L+₹37,613.58 (1.35%)Admitted-Finance | +1.15% | ₹28.2 L+₹37,613.58 (1.35%) | L2 | Admitted-Finance |
| 3 | L3₹28.4 L+₹61,296.21 (2.20%)Admitted-Finance 00 BEHIND CHARCH NAYAGOWAN LAKHERA BEHIND RAMA MANI DAIRY KATNI MADHYA PRADESH 483501 | KATNI | MADHYA PRADESH | 483501 | +2.00% | ₹28.4 L+₹61,296.21 (2.20%) | L3 | Admitted-Finance |
Tender Value
₹27.9 L
EMD Value
₹55,724
Closing Date
28 Jul 2026, 9:00 amClosed
EXECUTIVE OFFICER
NAGAR PALIKA PARISHAD PILKHUWA
13 Ward no. 22 mein Krishnaganaj mandir se Surendra bijli wale ke makaan tak naali va sadak nirman karya.
2026_DOLBU_1171707_13
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
₹3,288
EO NPP Pilkhuwa
₹55,724
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 | Dismantling brick work and stone work in lime or cement mortar I/C all respect. | - | m3 | 517.8 | - |
| - | Dismantling cement concrete or brick or granolithic floors including base concrete
and including stacking of dismantled materials as directed by the Engineer-incharge within a distance of 60 metre . | - | m3 | 720.2 | - |
| - | 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 | - |
| - | 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. | - | m3 | 111.3 | - |
| - | 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. | 0.2 | m3 | 7,390.2 | ₹1,477.3 |
| - | 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 |
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