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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹44.9 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹45.9 L+₹1.0 L (2.34%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹46.6 L+₹1.7 L (3.90%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹46.6 L
EMD Value
₹93,284
Closing Date
25 Jun 2026, 4:00 pmClosed
EXECUTIVE OFFICER
NAGAR PALIKA PARISHAD PILKHUWA
29- ward sankhya 3 pabla road per sthit mokshdham ka jidodwar ka karya
2026_DOLBU_1162099_29
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
₹5,504
EO NPP Pilkhuwa
₹93,284
20 Jul 2026
20 Jun 2026
26 Jun 2026
20 Jun 2026
25 Jun 2026
20 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 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | - | m2 | 26.09 | - |
| - | 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 | - |
| - | 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 | - |
| - | C.C work (1:2:4) one cement and 2 coarse sand and 2 cm gauge stone ballast i/c work all respect. 275a | 1 | m3 | 7,390.2 | ₹7,389.46 |
| - | M-150 Brick work in one cement and four coarse sand of 2.20 F.M motrar i/c work all respect si no 307 | - | m3 | 6,846.2 | - |
| - | 12 mm thick cement plaster with on cement and 4 coare sand mortar i/c work all respect . | 1 | m2 | 229.2 | ₹229.18 |
| - | Concrete with 4 cm gauge stone ballast, coarsesand & cement in the proportion of (6:3:1) i/c work all the respect sI no 800 & 1200 | 1 | m3 | 6,774.2 | ₹6,773.52 |
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BOQ_2178462.xls
BOQ • 0.29 MB
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