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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹36.4 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹41.0 L+₹4.6 L (12.6%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹41.8 L+₹5.4 L (14.9%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹43.7 L+₹7.4 L (20.2%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹44.2 L+₹7.8 L (21.5%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹52 L
EMD Value
₹1.0 L
Closing Date
28 Feb 2026, 12:00 pmClosed
EXECUTIVEENGINEER, PUBLIC HEALTH ENGINEERING DEPAR
EXECUTIVEENGINEER PUBLIC HEALTH ENGINEERING DEPARTMENT, CITY DIVISION BHILWARA
New pump house, construction and pipeline work in village PotlaBlock Sahada, Disrtict Bhilwara on single point responsibility turnkey basis
2026_PHCJA_539871_8
122
Open Tender
Civil Works - Water Works
Percentage
180 days
EXECUTIVEENGINEER, PUBLIC HEALTH ENGINEERING DEPAR
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
EXECUTIVEENGINEER, PUBLIC HEALTH ENGINEERING DEPAR
₹1.0 L
Yes
12 Mar 2026
19 Feb 2026
28 Feb 2026
19 Feb 2026
28 Feb 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 |
|---|---|---|---|---|---|
| 1Providing, 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. | |||||
| 1.1 | 100 mm | - | RMT | 1,464 | - |
| 1.2 | 150 mm | - | RMT | 2,082 | - |
| 2Earth 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.: | |||||
| 2.1 | All kinds of soil | - | cum | 200 | - |
| 3Earth 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.: | |||||
| 3.1 | Ordinary rock | - | cum | 365 | - |
| 3.2 | Hard rock (requiring blasting) | - | cum | 546 | - |
| 4 | Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. | - | CUM | 757 | - |
| 5 | Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. | - | CUM | 4,678 | - |
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