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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC 610 3 KURUKSHETRA | KURUKSHETRA | HARYANA | 136030 | ₹1.7 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.7 LRejected-AOC 1550 3 KURUKSHETRA | KURUKSHETRA | HARYANA | 136030 | ₹1.7 L | L2 | Rejected-AOC 2nd |
Tender Value
₹1.7 L
EMD Value
₹3,380
Closing Date
18 May 2026, 3:00 pmClosed
Kailash Chander Kala ravi kumar and Vivek Sharma
DIV Ambala
AMtc of EPHS in Sector 10 UE Ambala City Providing and fixing of DI specials supply erraction of wall mounting dozer complete in all respect and all other works contingent thereto
2026_HBC_521134_1
2026FCFEB95E 2F2B 4A58 9923 FADCAA15A909239HSV
Open Tender
Civil Works
30 days
Ambala City
2 documents required · 2 mandatory
₹250
₹3,380
Yes
27 May 2026
13 May 2026
19 May 2026
13 May 2026
18 May 2026
13 May 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 | [17.3]Dismantling of flexible pavement by Mechanical Means Bituminous course | - | cum | 211 | - | BI01010001010000000000000515BI0100001139 |
| 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 | - | BI01010001010000000000000515BI0100001140 |
| 3 | [20.59.3]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) 3. 150mm i/d CID Joint | - | Each | 869.4 | - | BI01010001010000000000000515BI0100001141 |
| 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 | - | BI01010001010000000000000515BI0100001142 |
| 5 | [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 | - | BI01010001010000000000000515BI0100001143 |
| 6 | [20.87]Supply and erection of “Wall Mounting Type, solenoid driven, motorized, electromagnetic diaphragm Dozing Metering pump working on three-phase 220/240 V 50 Hz electric supply with standard electronic controls, suitable for minimum dozing capacity 0 to 27 LPH at 10 bar back pressure” complete with necessary accessories, complete in all respects along with supply and erection of 1 No. Voltage Stabilizer with Dozing Pump along with 1 No. 300 litres capacity ISI marked HDPE storage tank of approved make as per directions of Engineer-in-charge. | - | Each | 19,480 | - | BI01010001010000000000000515BI0100001144 |
| 7 | [22.181]Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | - | Litre | 7 | - | BI01010001010000000000000515BI0100001145 |
| 8 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. | - | cum | 83 | - | BI01010001010000000000000515BI0100001146 |
| 9 | [6.1.1]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: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | - | cum | 3,975 | - | BI01010001010000000000000515BI0100001147 |
| 10 | [6.1.4]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: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | - | cum | 2,911 | - | BI01010001010000000000000515BI0100001148 |
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