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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LAccepted-AOC 253 NEAR SAI MARKET MODEL TOWN SONIPAT 131001 | SONIPAT | SONIPAT | HARYANA | 131001 | ₹1.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.2 LRejected-AOC | ₹1.2 L | L2 | Rejected-AOC L2 |
Updated dates
Tender Value
₹1.1 L
EMD Value
₹2,280
Closing Date
25 Mar 2026, 5:00 pmClosed
Pawan Kumar
DIV Sonepat
Annual maintenance of Water supply and sewerage scheme in Sector - 23, U/E, Sonipat
2026_HBC_508417_1
2026D84211CB C499 46A1 A535 2A7EA473E00C243HSV
Open Tender
Civil Works
90 days
Sonepat
2 documents required · 2 mandatory
₹250
₹2,280
Yes
9 Apr 2026
14 Mar 2026
27 Mar 2026
14 Mar 2026
25 Mar 2026
14 Mar 2026
[10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth.
[10.8]Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4
[11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand)
[11.61.1]White washing with lime to give an even shade : 1. New work (three or more coats)
[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil
[6.1.1]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: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
[6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers
[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
[6.8.1]Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 1. 50 mm thick
[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)
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