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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC BHIWANI | BHIWANI | BHIWANI | HARYANA | ₹4.0 L Quoted ₹4.1 L | L1 | Accepted-AOC ok |
| 2 | L2₹4.9 LRejected-Finance RINGHANA PANNA NEAR MAIN CHOUPAL VILLAGE DHARAM KHERI HANSI | HANSI | HISAR | HARYANA | 125038 | ₹4.9 L | L2 | Rejected-Finance ok |
| 3 | L3₹5.0 LRejected-Finance 452 6 KRISHAN NAGAR TEHSIL CAMP PANIPAT 132103 | PANIPAT | HARYANA | 132103 | ₹5.0 L | L3 | Rejected-Finance ok |
| 4 | Not Admitted-Finance 302 SHIV SADAN OPP ANAND MILAN SOC NEAR FIVE SHOP BHATIA CHOWK ULHASNAGAR 421004 | THANE | MAHARASHTRA | 421004 | - | - | Not Admitted-Finance Not qualified for AOC |
Tender Value
₹5.0 L
EMD Value
₹10,000
Closing Date
6 Apr 2026, 9:00 amClosed
BHUPENDER SINGH
DIV 1 Hissar
A/mtc estimate of water supply and sewerage scheme in sector-13 Bhiwani for the year 2025-2026
2026_HBC_511719_1
2025A47B7B47 CEA2 4B8C 8B38 09C95808F470259HSV
Open Tender
Civil Works
180 days
Bhiwani
Repairing of existing sewer manholes and sewerlines including providing and fixing of SFRC manholes at various places in Sector-13, Bhiwani
2 documents required · 2 mandatory
₹500
Yes
₹10,000
Yes
9 Jun 2026
30 Mar 2026
6 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 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[11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) | |||||
| 2[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 | |||||
| 3[6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level | |||||
| 4[6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns | |||||
| 5[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete | |||||
| 6[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 | |||||
| 7[7.20.2]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement Mortar 1:6 (1 cement : 6 coarse sand) | |||||
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BOQ_590515.xls
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