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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.7 LAccepted-AOC | ₹21.7 L | L1 | Accepted-AOC Tender allotted to L1 agency |
| 2 | L2₹23.9 L+₹2.2 L (10.2%)Rejected-AOC KATHA MANDI ROAD NEAR GOL DIGGI SIRSA HARYANA 125055 | SIRSA | SIRSA | HARYANA | 125055 | ₹23.9 L+₹2.2 L (10.2%) | L2 | Rejected-AOC Tender allotted to L1 agency |
| 3 | L3₹26.6 L+₹4.9 L (22.5%)Rejected-AOC HARYANA HR | ₹26.6 L+₹4.9 L (22.5%) | L3 | Rejected-AOC Tender allotted to L1 agency |
| 4 | L4₹30.6 L+₹9.0 L (41.3%)Rejected-AOC N A | NA | NA | 121004 | ₹30.6 L+₹9.0 L (41.3%) | L4 | Rejected-AOC Tender allotted to L1 agency |
| 5 | L5₹31.0 L+₹9.3 L (43.0%)Rejected-AOC | ₹31.0 L+₹9.3 L (43.0%) | L5 | Rejected-AOC Tender allotted to L1 agency |
Tender Value
₹27.7 L
EMD Value
₹68,200
Closing Date
14 Jan 2026, 5:00 pmClosed
RAKESH
Municipal Council Sirsa
Development of Parking of Booth/Shops of Ch.Devilal Model Town Ship Mela Ground in MC Sirsa
2025_HRY_494130_1
2025E5E0BB68 4BB0 4E2E 9E07 BE00CEC10824299ULB
Open Tender
Civil Works
Works
90 days
Sirsa
Development of Parking of Booth/Shops of Ch.Devilal Model Town Ship Mela Ground in MC Sirsa
2 documents required · 2 mandatory
₹2,500
Yes
₹68,200
Yes
3 Feb 2026
31 Dec 2025
15 Jan 2026
31 Dec 2025
14 Jan 2026
31 Dec 2025
Works
EARTH FILLING CHARGES WITH LOADING UNLOADING AS PER NS REFERENCE 3.1.2 AS PER HSR CODE AND BASIC RATE CODE HO001
[10.10.1]Providing and laying Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 1. 40 mm thick with 20 mm nominal size stone aggregate [Through Rate]
[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. [Through Rate]
[10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [Through Rate]
[11.95.1]Finishing walls with Acrylic Smooth exterior paint of required shade : 1. New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) [Through Rate]
[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate]
[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate]
[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]
[6.30.2]Centering and shuttering including strutting, propping etc. and removal of form for 2. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. [Through Rate]
[6.39.1]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate]
[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) [Through Rate]
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