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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | ₹1.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.8 LRejected-AOC | ₹1.8 L | L2 | Rejected-AOC L2 |
Tender Value
₹1.7 L
EMD Value
₹4,000
Closing Date
1 May 2026, 5:00 pmClosed
Pawan Kumar
DIV Sonepat
Annual maintenance of sewerage Scheme in Sector - 12, U/E, Sonipat-1
2026_HBC_517642_1
20247167B2B3 8268 452E 9741 9C0220F646D9243HSV
Open Tender
Civil Works
90 days
Sonepat
2 documents required · 2 mandatory
₹250
₹4,000
Yes
8 Jun 2026
25 Apr 2026
4 May 2026
25 Apr 2026
1 May 2026
25 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 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. | 1 | P.Cum | 1,863 | ₹1,861.14 |
| 2 | [11.52]Cement rendering on plaster 1 mm thick | - | P.Sqm | 28 | - |
| 3 | [11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) | - | P.Sqm | 138 | - |
| 4 | [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 | 6,493 | - |
| 5 | [21.93.2]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. 2. Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening | - | Each | 1,058 | - |
| 6 | [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 | - | P.mtr | 238 | - |
| 7 | [5.7.1]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 1. In mud mortar | - | P.Cum | 0.02 | - |
| 8 | [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 | 0.66 | - |
| 9 | [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 | - | - |
| 10 | [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 | 1 | P.Kg | 66 | ₹65.93 |
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