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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC HOUSE NO 343 SECTOR 2 124001 2023R10954 | ROHTAK | ROHTAK | HARYANA | 124001 | ₹2.0 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹2.1 LRejected-Finance VPO GORAR DISTRICT SONEPAT 131408 | GORAR | SONEPAT | HARYANA | 131408 | ₹2.1 L | L2 | Rejected-Finance L2 Bidder |
Tender Value
₹2.0 L
EMD Value
₹3,980
Closing Date
5 May 2026, 5:00 pmClosed
Jagmal
DIV 2 Rohtak
Annual maintenance estimate for Sewerage Scheme in Sector-25, Rohtak for the year 2025-26.
2026_HBC_518148_1
20264CFF2737 12F4 4041 8CAD 0A9769BE7D8F267HSV
Open Tender
Civil Works
30 days
Kalanaur
As per approved DNIT CBD
2 documents required · 2 mandatory
₹250
₹3,980
Yes
11 Jun 2026
28 Apr 2026
6 May 2026
28 Apr 2026
5 May 2026
28 Apr 2026
28 Apr 2026 - 30 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 |
|---|---|---|---|---|---|
| 1.01 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) | 1 | Sqm. | 139 | ₹138.86 |
| 1.02 | [11.52]Cement rendering on plaster 1 mm thick | 1 | Sqm. | 28 | ₹27.97 |
| 1.03 | [15.1.2.1]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications
Ordinary soil 2.1. Mechanical Means
Depth up to 3 m | 1 | Cum | 79 | ₹78.92 |
| 1.04 | [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 | - | Per Mtr | 6 | - |
| 1.05 | [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 | - | Per Mtr | 839 | - |
| 1.06 | [21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge | - | Each | 298 | - |
| 1.07 | [21.43]Extra over the rate laid down in this schedule for cement concrete work more making and finishing benching and complicated floor work in manholes, including formation of channels and bulldozing and smooth finishing the surface accurately to template. | - | Per Sqm | 160 | - |
| 1.08 | [21.57.1.4]Providing masonry plugs to ends of sewers of all types with 11.43 cm thick brick wall in cement sand mortar 1:7 with 12 mm thick cement plaster 1:6 (as required by the engineer-in-charge). 1.4. For Circular sewers having internal diameter - 200 mm | - | Each | 18 | - |
| 1.09 | [21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening | - | Each | 1,155 | - |
| 1.1 | [21.94.3]Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 3. 200mm i/d | - | Per Mtr | 238 | - |
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