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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.3 LAdmitted-Finance | -1.50% | ₹2.3 L | L1 | Admitted-Finance |
| 2 | L2₹2.4 L+₹4,732.90 (2.03%)Admitted-Finance | +0.50% | ₹2.4 L+₹4,732.90 (2.03%) | L2 | Admitted-Finance |
| 3 | L3₹2.4 L+₹5,916.12 (2.54%)Admitted-Finance | +1.00% | ₹2.4 L+₹5,916.12 (2.54%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.4 L
EMD Value
₹23,664
Closing Date
20 Apr 2026, 5:00 pmClosed
Executive Officer
Npp Tilhar
Construction of a Utype drain on Karbala Road in Ward No. 03, extending from Riasats house to Rajpur Road.
2026_DOLBU_1133394_4
642/nppt/2025-26
Open Tender
Civil Works
Percentage
90 days
Npp Tilhar
Please refer Tender documents.
2 documents required · 2 mandatory
₹530
Yes
Npp
₹23,664
Yes
30 Apr 2026
4 Apr 2026
21 Apr 2026
4 Apr 2026
20 Apr 2026
4 Apr 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 |
|---|---|---|---|---|---|
| 1Laying and Jointing PVC Pipe. Heading | |||||
| 1.01 | Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. (PWD-251) | - | cum | - | - |
| 1.02 | Providing and laying in cement concrete 1:6:12(1 cement :6coarse sand :12 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors. (PWD-281) | - | cum | - | - |
| 1.03 | M-150 brick work in 1:4 cement and coarse sand of 2.25 fineness modulus mortar in foundation and plinth including supply of all materials,labour and tools and plants etc.required for proper completion of the work. | - | cum | - | - |
| 1.04 | 40-MM thick flooring between drain 1:2:4Cement concrete in prop. Of 1:2:4 with cement coarse sand and 2 cm guage graded stone grit in road work incl….. All work comp. S.O.R. NO. 279(i) | - | cum | - | - |
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