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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹44.2 LAdmitted-Finance | -22.60% | ₹44.2 L | L1 | Admitted-Finance |
| 2 | L2₹46.3 LAdmitted-Finance HIG 40 TYPE B DEV PRAYAGAM ADA COLONY JHALWA PRAYAGRAJ U P 211015 | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211015 | -18.83% | ₹46.3 L | L2 | Admitted-Finance |
| 3 | L3₹46.9 LAdmitted-Finance | -17.86% | ₹46.9 L | L3 | Admitted-Finance |
| 4 | L4₹46.9 LAdmitted-Finance | -17.85% | ₹46.9 L | L4 | Admitted-Finance |
| 5 | L5₹47.3 LAdmitted-Finance | -17.11% | ₹47.3 L | L5 | Admitted-Finance |
Tender Value
₹57.0 L
EMD Value
₹1.1 L
Closing Date
20 Apr 2026, 6:00 pmClosed
EE PHED SALUMBER
EE PHED SALUMBER
Construction of New 200 KL OHSR 18 MTR STAGGING NEAR SHANI MAHARAJ TEMPLE and PROVIDING LAYING AND JOINTING OF RISING AND DISTRIBUTION MAIN PIPELINE UWSS SALUMBER UNDER DMFT
2026_PHCJA_551431_1
NIT 02/2026-27 EE PHED SALUMBER
Open Tender
Civil Works - Water Works
270 days
SALUMBER
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
EE PHED SALUMBER
₹1.1 L
Yes
30 Apr 2026
13 Apr 2026
21 Apr 2026
13 Apr 2026
20 Apr 2026
13 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 |
|---|---|---|---|---|---|
| 1 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)
Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. | - | - | - | - |
| 2 | 100 mm | - | RMT | - | - |
| 3 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .
Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
Supply may be in coil or straight length in 6 M/12 M. | - | - | - | - |
| 4 | HDPE PE-100 PN-6 | - | - | - | - |
| 5 | 90 MM Dia | - | - | - | - |
| 6 | 140 mm dia | 400 | RMT | - | - |
| 7 | 160 mm dia | 200 | RMT | - | - |
| 8 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:
All kinds of soil | - | Cum | - | - |
| 9 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: | - | - | - | - |
| 10 | Ordinary rock | - | Cum | - | - |
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