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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.3 LAccepted-Finance | ₹14.3 L | 1 | Accepted-Finance Lowest Rates |
| 2 | 2₹15.4 LRejected-Finance UKLANA MANDI HARYANA | ₹15.4 L | 2 | Rejected-Finance Higher Rates |
| 3 | 3₹15.7 LRejected-Finance | ₹15.7 L | 3 | Rejected-Finance Higher Rates |
| 4 | 4₹16.7 LRejected-Finance CIVIL HOSPITAL ROAD CHC ROAD BARWALA HISAR 125121 | BARWALA | HISAR | HARYANA | 125121 | ₹16.7 L | 4 | Rejected-Finance Higher Rates |
| 5 | Not Admitted-Fee/PreQual/Technical CIVIL HOSPITAL ROAD BARWALA DISTT HISAR | HISAR | HARYANA | 125001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹17.8 L
EMD Value
₹36,000
Closing Date
2 Jun 2026, 1:00 pmClosed
ASHOK KUMAR
Municipal Committee Uklana
Construction of Shed Aggarwal Sewa Sadan in MC Uklana
2026_HRY_524405_1
2026EF378BCE 05CA 4AF3 8151 1D4E586BAE25347ULB
Open Tender
Civil Works
150 days
Uklana Mandi
CBD
2 documents required · 2 mandatory
₹1,100
Yes
₹36,000
Yes
18 Jun 2026
26 May 2026
2 Jun 2026
26 May 2026
2 Jun 2026
26 May 2026
26 May 2026 - 28 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 | Item Code |
|---|---|---|---|---|---|---|
| 1.3 | [13.30.3]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. 3. Electric resistance or induction butt welded tubes [Through Rate] | 10,570 | Kg. | 94 | ₹9,93,580 | BI01010001010000000000000515BI0100001142 |
| 1.31 | [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] | 135 | cum | 83 | ₹11,205 | BI01010001010000000000000515BI0100001143 |
| 1.32 | [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] | 5.13 | cum | 2,442 | ₹12,527.46 | BI01010001010000000000000515BI0100001144 |
| 1.33 | [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) [Through Rate] | 9.6 | cum | 4,374 | ₹41,990.4 | BI01010001010000000000000515BI0100001145 |
| 1.34 | [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] | 2.43 | cum | 5,969 | ₹14,504.67 | BI01010001010000000000000515BI0100001146 |
| 1.35 | [6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate] | 18 | Sqm | 155 | ₹2,790 | BI01010001010000000000000515BI0100001147 |
| 1.36 | [6.29.3]Centering and shuttering including strutting, propping etc. and removal of form work for : 3. Columns, piers, abutments, pillars, posts and struts [Through Rate] | 21.6 | Sqm | 261 | ₹5,637.6 | BI01010001010000000000000515BI0100001148 |
| 1.37 | [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] | 1,525 | Kg. | 68 | ₹1,03,700 | BI01010001010000000000000515BI0100001149 |
| 1.38 | [9.22.2]Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 2. 0.80 mm thick with zinc coating not less than 275 gm/m² [Through Rate] | 606.19 | Sqm | 976 | ₹5,91,641.44 | BI01010001010000000000000515BI0100001150 |
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