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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.3 LAccepted-AOC NAI AT VILLAGE MATTUWALER BLESH RANI | ₹20.3 L | L1 | Accepted-AOC Tender allotted to L1 agency |
| 2 | L2₹21.2 LRejected-AOC | ₹21.2 L | L2 | Rejected-AOC Tender allotted to L1 agency |
| 3 | L3₹22.2 LRejected-AOC | ₹22.2 L | L3 | Rejected-AOC Tender allotted to L1 agency |
| 4 | L4₹27.5 LRejected-AOC KATHA MANDI ROAD NEAR GOL DIGGI SIRSA HARYANA 125055 | SIRSA | SIRSA | HARYANA | 125055 | ₹27.5 L | L4 | Rejected-AOC Tender allotted to L1 agency |
| 5 | L5₹28.0 LRejected-AOC VILLAGE ARNIANWALI DISTRICT SIRSA 125055 | SIRSA | HARYANA | 125055 | ₹28.0 L | L5 | Rejected-AOC Tender allotted to L1 agency |
Tender Value
₹26.2 L
EMD Value
₹61,800
Closing Date
6 Apr 2026, 5:00 pmClosed
RAKESH
Municipal Council Sirsa
REPAIRE AND RENOVATION OF SUBHASH PARK, WARD NO 31,MC SIRSA (First Time tender)
2026_HRY_510139_1
20262B6DA1F5 FB03 4443 A963 847000CEFA3D299ULB
Open Tender
Civil Works
90 days
Sirsa
REPAIRE AND RENOVATION OF SUBHASH PARK, WARD NO 31,MC SIRSA (First Time tender)
2 documents required · 2 mandatory
₹2,500
₹61,800
Yes
22 May 2026
24 Mar 2026
7 Apr 2026
24 Mar 2026
6 Apr 2026
24 Mar 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 |
|---|---|---|---|---|---|
| 1Works | |||||
| 1.01 | [10.30.1]Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 1. Light shade pigment using white cement [Through Rate] | - | Sqm | 855 | - |
| 1.02 | [10.50.1]Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 1. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. [Through Rate] | - | Sqm | 2,707 | - |
| 1.03 | [11.11.1]12 mm cement plaster finished with a floating coat of neat cement of mix : 1. 1:3 (1 cement: 3 fine sand) [Through Rate] | - | Sqm | 147 | - |
| 1.04 | [11.93.1]Finishing walls with water proofing cement paint of required shade : 1. New work (Two or more coats applied @ 3.84 kg/10 sqm) [Through Rate] | - | Sqm | 39 | - |
| 1.05 | [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] | - | Kg. | 83 | - |
| 1.06 | [13.32]Providing and fixing bolts including nuts and washers complete. [Through Rate] | - | Kg. | 80 | - |
| 1.07 | [13.41]Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories and stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). [Through Rate] | - | Kg. | 396 | - |
| 1.08 | [17.22.1]Water Bound Macadam Gr I 1. Water Bound Macadam Grading I (without screenings for low volume roads (undesignated)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate] | - | cum | 1,038 | - |
| 1.09 | [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] | - | Sqm | 655 | - |
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