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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | -16.87% | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.0 Cr+₹2.5 L (2.43%)Admitted-Finance | -14.85% | ₹1.0 Cr+₹2.5 L (2.43%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹4.1 L (4.05%)Admitted-Finance | -13.50% | ₹1.1 Cr+₹4.1 L (4.05%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Due to other Circle Registration |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
5 Mar 2026, 6:00 pmClosed
EE PHED DRD II UDAIPUR
EE PHED DRD II UDAIPUR
Providing water supply through FHTC in one village namely Lamba Haldoo Gram Panchyat Kyari including one year Defect Liability Period District Udaipur under JJM under Risk and Cost against NIT 46/2023-24 of SE PHED Udaipur
2026_PHCJA_540303_1
NIT 109/2025-26
Open Tender
Civil Works
Percentage
270 days
Udaipur
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
EE PHED DRD II UDAIPUR
₹2.4 L
Yes
13 Mar 2026
19 Feb 2026
6 Mar 2026
19 Feb 2026
5 Mar 2026
19 Feb 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 | 80 mm dia | - | Meter | 1,555 | - |
| 3 | 100 mm dia | - | Meter | 1,606 | - |
| 4 | 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 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 Meter measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M.
HDPE PE-100 PN-6 (Dia in mm) | - | - | - | - |
| 5 | 75 mm dia | - | Meter | 224 | - |
| 6 | 110 mm dia | - | Meter | 472 | - |
| 7 | 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. | - | - | - | - |
| 8 | In all types of Soils | - | - | - | - |
| 9 | upto 1.5 m | 0.2 | cum | 204 | ₹40.8 |
| 10 | 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 materials for measurements and disposal of unserviceable materials as directed within a lead of 50 Mtr. including required all safety provisions etc.: | - | - | - | - |
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