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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC HDM O O EXECUTIVE ENGINEER HSVP DIVISION SONIPAT | ₹1.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.0 LRejected-AOC | ₹2.0 L | L2 | Rejected-AOC L2 |
Tender Value
₹2.0 L
EMD Value
₹3,940
Closing Date
4 Apr 2026, 5:00 pmClosed
Pawan Kumar
DIV Sonepat
Annual maintenance of sewerage scheme in Sector - 14, Urban Estate, Sonipat
2026_HBC_511552_1
20265F1A7951 6A84 44D3 B1B9 C71A8E3FF6EC243HSV
Open Tender
Civil Works
90 days
Sonepat
2 documents required · 2 mandatory
₹250
₹3,940
Yes
9 Apr 2026
28 Mar 2026
6 Apr 2026
28 Mar 2026
4 Apr 2026
28 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[11.11.1]12 mm cement plaster finished with a floating coat of neat cement of mix : 1. 1:3 (1 cement: 3 fine sand) | |||||
| 2[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 | |||||
| 3 | [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) | 1 | P.Cum | 0.43 | ₹0.43 |
| 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 | 1 | P.Sqm | 0.05 | ₹0.05 |
| 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 | 1 | P.Kg | - | - |
| 6[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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BOQ_590352.xls
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