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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.3 LAccepted-AOC 575 TOHANA 125120 | TOHANA | FATEHABAD | HARYANA | 125120 | ₹18.3 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹19.0 L+₹70,862.21 (3.87%)Rejected-Finance C O VIJAY KUMAR R O VILLAGE TIBBI DISTRICT FATEHABAD | FATEHABAD | ₹19.0 L+₹70,862.21 (3.87%) | L2 | Rejected-Finance L2 |
| 3 | L3₹20.9 L+₹2.6 L (14.4%)Rejected-Finance SHOP NO 42 NEW ANAJ MANDI SUREWALA CHOWK UKLANA MANDI UKLANA 125113 | UKLANA | HISAR | HARYANA | 125113 | ₹20.9 L+₹2.6 L (14.4%) | L3 | Rejected-Finance L3 |
Tender Value
₹21.2 L
EMD Value
₹42,370
Closing Date
10 Apr 2026, 5:00 pmClosed
Narinder Pawar
Municipal Committee Bhuna
Construction work in Nandishala , Bhuna.Retender
2026_HRY_512199_1
2026F7EAEA8D FB8F 421D B107 2A0AC691E2A5275ULB
Open Tender
Civil Works
Works
170 days
Bhuna
2nd time tender.
2 documents required · 2 mandatory
₹1,000
₹42,370
Yes
1 Jul 2026
1 Apr 2026
11 Apr 2026
1 Apr 2026
10 Apr 2026
1 Apr 2026
1 Apr 2026 - 3 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 |
|---|---|---|---|---|---|
| 1 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate] | - | Sqm | - | - |
| 2 | [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) [Through Rate] | - | Sqm | - | - |
| 3 | [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] | - | Kg. | - | - |
| 4 | [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 [Through Rate] | - | cum | - | - |
| 5 | [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] | - | cum | - | - |
| 6 | [6.15.1]Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] | 1 | cum | - | - |
| 7 | [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). [Through Rate] | - | cum | - | - |
| 8 | [6.33.3]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. 3. Cold twisted bars [Through Rate] | - | Kg. | - | - |
| 9 | [7.20.2]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement Mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] | 1 | cum | - | - |
| 10 | [7.22.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] | 0.6 | cum | - | - |
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