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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 LAccepted-AOC PLOT NO 64 JAIN AVENUE COLONY JAGADHARI YAMUNANAGAR | JAGADHARI | YAMUNANAGAR | HARYANA | ₹1.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.0 LRejected-AOC BALTANA HOUSE NO 202 HARMILAP NAGAR PHASE 1 SAS NAGAR PUNJAB 140604 | SAS NAGAR | SAS NAGAR | PUNJAB | 140604 | ₹1.0 L | L2 | Rejected-AOC L2 |
| 3 | L3₹1.1 LRejected-AOC | ₹1.1 L | L3 | Rejected-AOC L3 |
Tender Value
₹1.4 L
EMD Value
₹3,000
Closing Date
24 Apr 2026, 12:00 pmClosed
Narender Kumar Payal
DIV 2 Panchkula
Providing and fixing of DI pipe 100 mm i/d, 150mm i/d, 200mm i/d, DI specials and sluice valve in day to day mtc of water supply in Sector 26, Panchkula Extension complete in all respect and all other works contingent thereto (A/mtc of PH services in
2026_HBC_515851_1
2026092D0224 5A85 46D8 8D38 B1A058927BDB270HSV
Open Tender
Civil Works
60 days
Panchkula
2 documents required · 2 mandatory
₹250
₹3,000
Yes
4 May 2026
17 Apr 2026
24 Apr 2026
17 Apr 2026
24 Apr 2026
17 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | [2.RM113] RM113. Nuts and bolts | - | Kg. | 54 | - | BI01010001010000000000000515BI0100001113 |
| 2 | [20.10.3]Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works 3. 150 mm i/d | - | Each | 5,818 | - | BI01010001010000000000000515BI0100001114 |
| 3 | [20.53.6]Providing and fixing rubber sheet 3mm thick of best quality for jointing flanged pipes, specials etc. including making of holes etc. complete in all respects to the satisfaction of Engineer-in- Charge. 6. for pipe size 300mm i/d | - | Each | 46 | - | BI01010001010000000000000515BI0100001115 |
| 4 | [20.63.1]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.
Note: E/W to be measured and paid separately.
` 1. 100 mm i/d | - | Per Metre | 947 | - | BI01010001010000000000000515BI0100001116 |
| 5 | [20.63.2]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.
Note: E/W to be measured and paid separately.
` 2. 150 mm i/d | - | Per Metre | 1,373 | - | BI01010001010000000000000515BI0100001117 |
| 6 | [20.63.3]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.
Note: E/W to be measured and paid separately.
` 3. 200 mm i/d | - | Per Metre | 1,865 | - | BI01010001010000000000000515BI0100001118 |
| 7 | [20.68.1]Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 1. Up to 300mm dia | - | Per Kg. | 64 | - | BI01010001010000000000000515BI0100001119 |
| 8 | [4.16.1.2]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. | - | Metre | 64 | - | BI01010001010000000000000515BI0100001120 |
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