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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC 253 NEAR SAI MARKET MODEL TOWN SONIPAT 131001 | SONIPAT | SONIPAT | HARYANA | 131001 | ₹1.9 L Quoted ₹2.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.1 L+₹15,206.31 (7.71%)Rejected-AOC | ₹2.1 L+₹15,206.31 (7.71%) | L2 | Rejected-AOC L2 |
Tender Value
₹2.0 L
EMD Value
₹4,000
Closing Date
3 Jun 2026, 6:00 pmClosed
Sh Ajit Singh
DIV Sonepat
Annual maintenance estimate for public health services in Sector - 7, Urban Estate, Gohana
2026_HBC_525394_1
2026696A955A F354 4741 882E 0003190CF6E6243HSV
Open Tender
Civil Works
Works
90 days
Gohana
2 documents required · 2 mandatory
₹250
₹4,000
Yes
24 Jul 2026
29 May 2026
4 Jun 2026
29 May 2026
3 Jun 2026
29 May 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) | 1 | P.Sqm | 147 | ₹146.85 |
| 2 | [14.51.1]Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 1. Hire Charges forJCB with bucket capacity of 0.4 cum | - | P.Day | - | - |
| 3 | [21.93.2]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. 2. Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening | - | Each | 1,058 | - |
| 4 | [21.94.4]Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 4. 250mm i/d | - | P.mtr | - | - |
| 5 | [6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | - | P.Cum | 3,476 | - |
| 6 | [6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | - | P.Cum | 0.12 | - |
| 7 | [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 | - | P.Sqm | - | - |
| 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 | - | P.Sqm | 0.36 | - |
| 9 | [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 | 1 | P.KG | - | - |
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