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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.2 LAccepted-AOC | ₹40.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹40.6 L+₹42,397 (1.06%)Rejected-Finance VPO BHATGAON TEHSIL AND DISTT SONEPAT 131001 | SONEPAT | SONEPAT | HARYANA | 131001 | ₹40.6 L+₹42,397 (1.06%) | L2 | Rejected-Finance Higher |
| 3 | L3₹44.8 L+₹4.7 L (11.7%)Rejected-Finance | ₹44.8 L+₹4.7 L (11.7%) | L3 | Rejected-Finance Higher |
| 4 | L4₹47.6 L+₹7.4 L (18.5%)Rejected-Finance | ₹47.6 L+₹7.4 L (18.5%) | L4 | Rejected-Finance Higher |
| 5 | L5₹49.2 L+₹9.0 L (22.5%)Rejected-Finance 83 VPO SANGHI ROHTAK 124303 | ROHTAK | ROHTAK | HARYANA | 124303 | ₹49.2 L+₹9.0 L (22.5%) | L5 | Rejected-Finance Higher |
Tender Value
₹51.7 L
EMD Value
₹1.2 L
Closing Date
19 Jun 2026, 9:00 amClosed
AJAY NIRALA
Muncipal Corporation Sonipat
Construction of Boundary wall for C and D waste collection plant near sector 23 in MC Sonipat.
2026_HRY_527674_1
20263FBE8537 43EF 44C0 A613 3F0CC4E4AFDC292ULB
Open Tender
Civil Works
Works
180 days
Sonepat
All skilled and unskilled works costing up to 1 crore will be reserved for Cooperative Labour and Construction Societies at the rates approved for similar works in the recent past, through tenders within the concerned PWD circle
2 documents required · 2 mandatory
₹5,000
₹1.2 L
Yes
23 Jul 2026
9 Jun 2026
19 Jun 2026
9 Jun 2026
19 Jun 2026
9 Jun 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 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] | 1,540 | Sqm | 113 | ₹1,74,020 |
| 2 | [11.71.1]Wall painting on a cement plaster surface with acrylic emulsion paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work [Through Rate] | 1,540 | Sqm | 54 | ₹83,160 |
| 3 | [13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] | 600 | Kg. | 83 | ₹49,800 |
| 4 | [13.30.1]Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1. Hot finished welded type tubes [Through Rate] | 7,272 | Kg. | 105 | ₹7,63,560 |
| 5 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate] | 627.3 | cum | 83 | ₹52,065.9 |
| 6 | [6.1.6]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: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate] | 42.72 | cum | 2,442 | ₹1,04,322.24 |
| 7 | [6.25.2]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. 2. All works above plinth level up to floor IV level [Through Rate] | 158.08 | cum | 4,502 | ₹7,11,676.16 |
| 8 | [6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts [Through Rate] | 1,203.26 | Sqm | 262 | ₹3,15,254.12 |
| 9 | [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. [Through Rate] | 15,800 | Kg. | 68 | ₹10,74,400 |
| 10 | [7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] | 282.98 | cum | 3,968 | ₹11,22,864.64 |
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