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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC H NO 413 VILLAGE SULKHANI P O BUGANA 125121 | HISAR | HARYANA | 125121 | ₹1.5 L | L1 | Accepted-AOC ok |
| 2 | L2₹1.7 L+₹17,557.43 (11.9%)Rejected-Finance | ₹1.7 L+₹17,557.43 (11.9%) | L2 | Rejected-Finance ok |
| 3 | L3₹1.7 L+₹20,017.17 (13.5%)Rejected-Finance NOT SPECIFIED IN THE DOCUMENT | ₹1.7 L+₹20,017.17 (13.5%) | L3 | Rejected-Finance ok |
Tender Value
₹1.7 L
EMD Value
₹4,000
Closing Date
28 Jul 2026, 6:00 pmClosed
BHUPENDER SINGH
DIV 1 Hissar
ANNUAL MTC. ESTIMATE OF INTERNAL WATER SUPPLY SCHEME FOR SECTOR-1,4,3,5 AND MGA HISAR (2026-27)
2026_HBC_536258_1
20268FF69590 4B46 4846 9997 7418D292CF41259HSV
Open Tender
Civil Works
Works
60 days
Hisar
Replacing of broken sluice valve haudies slabs and brick work including plaster etc in sector 21 P MGA Hisar
2 documents required · 2 mandatory
₹250
Yes
₹4,000
Yes
3 Sept 2026
23 Jul 2026
29 Jul 2026
23 Jul 2026
28 Jul 2026
23 Jul 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) | 69.36 | Sqm | 147 | ₹10,195.92 |
| 2 | [22.162.1.1]Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 1.1. 100 mm diameter
Class I | 3 | Each | 5,044 | ₹15,132 |
| 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 | 7.17 | cum | 4,464 | ₹32,006.88 |
| 4 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform | 81.7 | Sqm | 208 | ₹16,993.6 |
| 5 | [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 | 646 | Kg. | 66 | ₹42,636 |
| 6 | [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) | 11.96 | cum | 4,404 | ₹52,671.84 |
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