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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC VILLAGE LOHANA DIST REWARI 2025R20245 | LOHANA | REWARI | HARYANA | ₹2.0 L | L1 | Accepted-AOC ok |
| 2 | L2₹2.0 LRejected-AOC H NO 59 WARD NO 29 GALI NO YADAV NAGAR REWARI 123401 | REWARI | REWARI | HARYANA | 123401 | ₹2.0 L | L2 | Rejected-AOC ok |
Tender Value
₹2.0 L
EMD Value
₹3,950
Closing Date
21 Apr 2026, 5:00 pmClosed
Amit Rathi
DIV Rewari
Annual maintenance estimate of Water Supply Sewerage and SWD Scheme in Sector 10 Rewari for the year 2025 2026
2026_HBC_514712_1
2026EDA503EB ACF8 4B11 ABB8 43EB81E9EBBD258HSV
Open Tender
Civil Works
30 days
Rewari
2 documents required · 2 mandatory
₹295
₹3,950
Yes
25 Apr 2026
13 Apr 2026
22 Apr 2026
13 Apr 2026
21 Apr 2026
13 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 | [20.49.2]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. 2. Exceeding 200 mm internal diametre but not exceeding 300 mm internal diametre | - | Each | - | - | BI01010001010000000000000515BI0100001118 |
| 2 | [20.59.6]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) 6. 300mm i/d CID Joint | - | Each | - | - | BI01010001010000000000000515BI0100001119 |
| 3 | [20.63.5]`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.
` 5. 300 mm i/d | - | Per Metre | - | - | BI01010001010000000000000515BI0100001120 |
| 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 | - | - | BI01010001010000000000000515BI0100001121 |
| 5 | N.S.Item Rectifying water leakage on running lines CI/DI/AC of size 250/300 mm with cost of material
and Labour complete in all respect. | - | each | - | - | BI01010001010000000000000515BI0100001122 |
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