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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LAccepted-AOC | ₹1.1 L | L1 | Accepted-AOC due to lowest amount |
| 2 | L2₹1.6 L+₹55,903.78 (53.1%)Rejected-AOC 464 21 NEW ANAJ MANDI TOHANA 125120 | FATEHABAD | HARYANA | 125120 | ₹1.6 L+₹55,903.78 (53.1%) | L2 | Rejected-AOC due to 2nd lowest amount |
| 3 | L3₹1.6 L+₹59,144.58 (56.2%)Rejected-AOC | ₹1.6 L+₹59,144.58 (56.2%) | L3 | Rejected-AOC due to 3rd lowest amount |
Tender Value
₹1.6 L
EMD Value
₹3,240
Closing Date
8 Jun 2026, 5:00 pmClosed
Sandeep Dahiya
DIV Faridabad
A/mtc of Water Supply Scheme in Sector-62, Faridabad. Repair of DI pipe 4, 6, 8, and C I Special in Sector-62, Faridabad and all other works contingent thereto.
2026_HBC_526190_1
2026B28643DF D401 4D9D 9677 4AA67881B1FA248HSV
Open Tender
Civil Works
Works
30 days
Faridabad (MC)
A/mtc of Water Supply Scheme in Sector-62, Faridabad. Repair of DI pipe 4, 6, 8, and C I Special in Sector-62, Faridabad and all other works contingent thereto.
2 documents required · 2 mandatory
₹250
₹3,240
Yes
15 Jul 2026
2 Jun 2026
9 Jun 2026
2 Jun 2026
8 Jun 2026
2 Jun 2026
2 Jun 2026 - 4 Jun 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 | [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. | - | per cum | 83 | - |
| 2 | [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 mtr. | 947 | - |
| 3 | [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 mtr. | 1,373 | - |
| 4 | [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 mtr. | 1,865 | - |
| 5 | [20.49.1]Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge. Size of the main with which connection is to be made. 1. Up to 200 mm internal diametre | - | each | 949 | - |
| 6 | [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 | - |
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