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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC 432 VILLAGE SHEKHPUR SHIKR PUR GHASERA 123401 | GHASERA | REWARI | HARYANA | 123401 | ₹2.0 L | L1 | Accepted-AOC ok |
| 2 | L2₹2.0 LRejected-AOC VILLAGE BAIRAHEDI TEHSIL KOTKASIM DISTRICT ALWAR | ALWAR | ₹2.0 L | L2 | Rejected-AOC ok |
Tender Value
₹2.0 L
EMD Value
₹4,000
Closing Date
28 Apr 2026, 5:00 pmClosed
Amit Rathi
DIV Rewari
Annual maintenance estimate of Water Supply Sewerage Scheme in Sector 4 Rewari for the year 2025 2026
2026_HBC_516161_1
202654C85B9A A1A5 4730 92DA BFD016EBC778258HSV
Open Tender
Civil Works
60 days
Rewari
2 documents required · 2 mandatory
₹295
₹4,000
Yes
7 May 2026
20 Apr 2026
29 Apr 2026
20 Apr 2026
28 Apr 2026
20 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 | [1.PM063] PM063. Running charge of pump (3.5 kilolitre) | - | Per Kilolitre | - | - | BI01010001010000000000000515BI0100001118 |
| 2 | [5.23.1]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix) | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 3 | [5.27]Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 4 | [6.16]Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 5 | [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 | - | - | BI01010001010000000000000515BI0100001122 |
| 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 | - | Kg. | - | - | BI01010001010000000000000515BI0100001123 |
| 7 | [7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) | - | cum | - | - | BI01010001010000000000000515BI0100001124 |
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