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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC | ₹4.5 L | L1 | Accepted-AOC ok |
| 2 | L2₹4.7 L+₹18,773.17 (4.13%)Rejected-Finance GALI NO 5 SUNAROWALI VINOD NAGAR MILL GATE HISAR | ₹4.7 L+₹18,773.17 (4.13%) | L2 | Rejected-Finance higher bid |
| 3 | L3₹5.1 L+₹54,078.67 (11.9%)Rejected-Finance HSVP OFFICE COMPLEX SECTOR 13 HISAR | HISAR | HISAR | HARYANA | ₹5.1 L+₹54,078.67 (11.9%) | L3 | Rejected-Finance higher bid |
Tender Value
₹5.0 L
EMD Value
₹9,960
Closing Date
27 Mar 2026, 5:00 pmClosed
BHUPENDER SINGH
DIV 2 Hissar
Annual maintenance estimate for sewerage Scheme in Sector 33P, Hisar for the year 2025-2026
2026_HBC_509413_1
2026B77CAB25 133F 49B6 B945 A13FBCE144FC260HSV
Open Tender
Civil Works
Works
60 days
Hisar
48/2026
2 documents required · 2 mandatory
₹250
₹9,960
Yes
27 May 2026
19 Mar 2026
30 Mar 2026
19 Mar 2026
27 Mar 2026
19 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[11.51]Smooth finishing of the exposed surface of R.C.C. work with 10 mm thick cement mortar 1:4 (1 Cement : 4 fine sand). | |||||
| 3[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 | |||||
| 4[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | |||||
| 5[5.25]Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | |||||
| 6[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 | |||||
| 7[6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns | |||||
| 8[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform | |||||
| 9[6.34.6]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 above 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. | |||||
| 10[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) | |||||
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