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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-AOC 253 NEAR SAI MARKET MODEL TOWN SONIPAT 131001 | SONIPAT | SONIPAT | HARYANA | 131001 | ₹1.4 L Quoted ₹1.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.6 L+₹13,067.32 (8.92%)Rejected-AOC | ₹1.6 L+₹13,067.32 (8.92%) | L2 | Rejected-AOC L2 |
Tender Value
₹1.5 L
EMD Value
₹2,960
Closing Date
3 Jun 2026, 6:00 pmClosed
Sh Ajit Singh
DIV Sonepat
Annual maintenance of Water Supply Scheme in Sector 15 UE Sonipat Rewinding
2026_HBC_525392_1
2026F2342FCE 1568 4294 83B7 B8F7393F181B243HSV
Open Tender
Civil Works
Works
90 days
Sonepat
2 documents required · 2 mandatory
₹250
₹2,960
Yes
24 Jul 2026
29 May 2026
4 Jun 2026
29 May 2026
3 Jun 2026
29 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 |
|---|---|---|---|---|---|
| 1 | [11.11.1]12 mm cement plaster finished with a floating coat of neat cement of mix : 1. 1:3 (1 cement: 3 fine sand) | - | P.Sqm | 147 | - |
| 2 | [14.51.1]Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 1. Hire Charges forJCB with bucket capacity of 0.4 cum | - | P.Day | - | - |
| 3 | [20.64.1]Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade SandS pipes as per IS: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 | - | P.mtr | 839 | - |
| 4 | [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 | - | - |
| 5 | [6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | - | P.Cum | 0.82 | - |
| 6 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform | - | P.Sqm | - | - |
| 7 | [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more | - | P.Kg | - | - |
| 8 | [7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) | 1 | P.Cum | 0.83 | ₹0.83 |
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