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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | ₹4.1 L Quoted ₹4.2 L | L1 | Accepted-AOC ok |
| 2 | L2₹4.3 LRejected-Finance | ₹4.3 L | L2 | Rejected-Finance Higher Bid |
Tender Value
₹4.7 L
EMD Value
₹9,460
Closing Date
8 Apr 2026, 5:00 pmClosed
BHUPENDER SINGH
DIV 2 Hissar
ANNUAL MAINTENANCE ESTIMATE FOR SWD SCHEME IN SECTOR 14P-II HISAR (2025-2026)
2026_HBC_512398_1
20261AE0BA65 14ED 4C6E 9C23 9C613A7A3F0E260HSV
Open Tender
Civil Works
90 days
Hisar
64/2026
2 documents required · 2 mandatory
₹250
₹9,460
Yes
27 May 2026
2 Apr 2026
9 Apr 2026
2 Apr 2026
8 Apr 2026
2 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) | - | Sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 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). | - | Sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 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 | - | Each | - | - | BI01010001010000000000000515BI0100001117 |
| 4 | [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 | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 5 | [6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns | - | Sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 6 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform | - | Sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 7 | [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. | - | Kg. | - | - | BI01010001010000000000000515BI0100001121 |
| 8 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate] | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
| 9 | Hiring of tractor tanker for sucking of Sewerage water / storm water and dispose off the same away from habituated area lead upto 5 K.M. from site of work including cost of all machinery, labor (excluding GST) as per satisfaction of Engineer-in-Charge | - | Each | - | - | BI01010001010000000000000515BI0100001123 |
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