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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC 21 B ARJUN NAGAR AMBALA CANTT | ₹1.7 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.7 L+₹2,014.56 (1.21%)Rejected-AOC | ₹1.7 L+₹2,014.56 (1.21%) | L2 | Rejected-AOC 2nd |
Tender Value
₹1.7 L
EMD Value
₹3,360
Closing Date
10 Aug 2026, 3:00 pmClosed
Kailash Chander Kala ravi kumar and Vivek Sharma
DIV Ambala
A Mtc of EPHS in Sector 10 UE Ambala Dismantling of CC providing and laying of 100mm DI pipe line and DI specials complete in all respect and all other works contingent thereto
2026_HBC_538135_1
2026F9E8CCE7 2BE1 4CE0 B2C6 09BBB057C5AF239HSV
Open Tender
Civil Works
Works
30 days
Ambala City
2 documents required · 2 mandatory
₹250
₹3,360
Yes
18 Aug 2026
3 Aug 2026
11 Aug 2026
3 Aug 2026
10 Aug 2026
3 Aug 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 | [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. | - | Sqm | 655 | - |
| 2 | [20.59.2]Providing and fixing Cast Iron Detachable Joints class-25 marked with IS: 8794 for use with asbestos cement pressure pipes complete with 2 Nos. rubber rings marked with IS:5382 and IS:10292 and appropriate number of nut and bolts marked with IS:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (Excavation will be paid separately) 2. 100mm i/d CID Joint | - | Each | 617.8 | - |
| 3 | [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 | - | Each | 105 | - |
| 4 | [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 | - |
| 5 | [5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) | - | cum | 460 | - |
| 6 | [6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | - | cum | 3,476 | - |
| 7 | [6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | - | cum | 2,442 | - |
| 8 | Providing, laying, Cutting and Jointing of DI Pipe 100mm dia (K-9) complete in all respect, but excluding cost of excavation complete in all respect to the entire satisfaction of the Engineer -in- Charge. | - | Per Mtr | 1,346 | - |
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