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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12,520.74Admitted-Finance | -2.41% | ₹12,520.74 | L1 | Admitted-Finance |
| 2 | L2₹13,408.57+₹887.83 (7.09%)Admitted-Finance | +4.51% | ₹13,408.57+₹887.83 (7.09%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹49,800
Closing Date
15 May 2026, 6:00 pmClosed
EO
NPFS
Construction Of Drain And Naala At Sanwad In MB Fatehnagar Sanwad
2026_DLB_557129_2
NPFS/ENIT/2026/25
Open Tender
Civil Works
Percentage
365 days
NPFS
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EO, MDRISL
₹49,800
Yes
10 Jun 2026
7 May 2026
18 May 2026
7 May 2026
15 May 2026
7 May 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 |
|---|---|---|---|---|---|
| 1.01 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and
disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt,clay, black cotton soil, kankar, etc.Depth upto 1.5 m | 1 | CUM | 229.5 | ₹229.5 |
| 1.02 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.Cement Concrete Grade M-15 and above and PCC blocks | 1 | CUM | 678 | ₹678 |
| 1.03 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: 2 Km Earth | 1 | CUM | 185.54 | ₹185.54 |
| 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). M7.5 | 1 | CUM | 4,575 | ₹4,575 |
| 1.05 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. | 1 | SQM | 236.5 | ₹236.5 |
| 1.06 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). M20 | 1 | CUM | 5,910 | ₹5,910 |
| 1.07 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Hot rolled deformed bars | 1 | KG | 83.3 | ₹83.3 |
| 1.08 | Neat cement punning | 1 | SQM | 52.1 | ₹52.1 |
| 1.09 | Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens (Karries and battens to be paid separately) including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete : Red sand stone slab 40 to 50 mm thick | 1 | SQM | 880 | ₹880 |
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