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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | +15.20% | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | - | Rejected-Technical Non Reponsive |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Non Reponsive |
Tender Value
₹1 Cr
EMD Value
₹2 L
Closing Date
30 Jul 2026, 6:00 pmClosed
Commissioner Municipal Corporation, Bharatpur
Municipal Corporation, Bharatpur
Laying of treated water pipe line from Noah Village to Dumping Yard for Reuse
2026_DLB_576100_2
Nit (11/2026-27) Municipal Corporation, Bharatpur
Open Tender
Civil Works
Percentage
150 days
Municipal Corporation
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Commissioner Municipal Corporation, Bharatpur
₹2 L
Yes
14 Aug 2026
20 Jul 2026
31 Jul 2026
20 Jul 2026
30 Jul 2026
20 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 |
|---|---|---|---|---|---|
| 1.1 | Dismantling of flexible pavements for sewer line and manholes and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. Bituminous Courses | - | Cum | 534 | - |
| 1.2 | Granular Courses | - | Cum | 372 | - |
| 2 | 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 | ₹229.27 |
| 3 | Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing suitably two rows of 100 mm wide PVC Tape preferabley of red colour. The M.S. pipe shall be painted in red and white colour strips as per approved pattern as and when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading the hole shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis). | - | Mtr | 50.5 | - |
| 4.1 | Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade & PN-6 for potable water as per IS 4984 (amended upto date) in trenches in complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
Note : E/w to be measured and paid separately.
225mm dia | - | RMT | 1,616 | - |
| 4.2 | 355 mm dia | - | RMT | 4,180 | - |
| 5.1 | Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths HDPE pipe accessories/ fittings of PE-100 grade & PN-6 for potable water as per IS 8360/ IS 8008 for fabricated/ moulded (amended upto date) within pipe line in trenches complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
Equal Tee
225 mm dia | - | Each | 3,520 | - |
| 5.2 | 355 mm dia | - | Each | 11,100 | - |
| 6 | Carriage of Materials by mechanical transport including loading, unloading and stacking. Earth (lead up to 1 Km) Stone, boulders, gravelly materiallead (up to 1 Km) | 1 | Cum | 143.07 | ₹142.93 |
| 7.1 | Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated CI D/F Sluice valves of approved make (IS: 14846 amended upto date) PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.
100 mm dia | - | Each | 6,820 | - |
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