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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.8 LAccepted-AOC | ₹19.8 L | L1 | Accepted-AOC Tender allotted to L1 agency |
| 2 | L2₹20.8 LRejected-AOC NAI AT VILLAGE MATTUWALER BLESH RANI | ₹20.8 L | L2 | Rejected-AOC Tender allotted to L1 agency |
| 3 | L3₹22.8 LRejected-AOC KATHA MANDI ROAD NEAR GOL DIGGI SIRSA HARYANA 125055 | SIRSA | SIRSA | HARYANA | 125055 | ₹22.8 L | L3 | Rejected-AOC Tender allotted to L1 agency |
| 4 | L4₹24.2 LRejected-AOC HARYANA HR | ₹24.2 L | L4 | Rejected-AOC Tender allotted to L1 agency |
| 5 | Not Admitted-Fee/PreQual/Technical SIRSA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹25.4 L
EMD Value
₹60,000
Closing Date
6 Apr 2026, 5:00 pmClosed
RAKESH
Municipal Council Sirse
REPAIRE AND RENOVATION OF SHRI LAXMI NARAYAN PARK,NEAR H/O 147, SECTOR-20,HUDA,MC SIRSE (First time tender)
2026_HRY_511545_1
202678F4B9FC 1DE5 422B 9DE7 F43444E6C3B6299ULB
Open Tender
Civil Works
90 days
Sirsa
REPAIRE AND RENOVATION OF SHRI LAXMI NARAYAN PARK,NEAR H/O 147, SECTOR-20,HUDA,MC SIRSE (First time tender)
2 documents required · 2 mandatory
₹2,500
₹60,000
Yes
18 May 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
6 Apr 2026
30 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 |
|---|---|---|---|---|---|
| 1 | [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] | - | cum | 1,863 | - |
| 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 | 138 | - |
| 3 | [11.60]Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. [Through Rate] | - | Sqm | 59 | - |
| 4 | [11.64.1]Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 1. New work (two or more coats) over and including water thinnable priming coat with cement primer [Through Rate] | - | Sqm | 45 | - |
| 5 | [11.77]Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. [Through Rate] | - | Sqm | 19 | - |
| 6 | [11.82.1]Painting the wooden / metal surface with synthetic enamel paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work [Through Rate] | - | Sqm | 49 | - |
| 7 | [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 | - |
| 8 | [17.69.3]Interlocking Concrete Block Pavement 3. Providing and Laying 60 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 35 over the bed of 25 mm thick fine sand complete in all respect. [Through Rate] | - | Sqm | 576 | - |
| 9 | [24.5.2.3]MISCELLANEOUS ITEMS 2.3. S/E mark double walled corrugated (DWC) HDPE, pipe 10 Kg/Cm2 ,laid 0.75 Metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HDPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfaction of Engineer in charge of the work.
DWC/HDPE pipe 63/50 mm outer dia/inner dia [Through Rate] | - | Metre | 124 | - |
| 10 | [24.8.1]RCC FOUNDATIONS FOR OCTAGONAL POLES 1. Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge
3m high pole [Through Rate] | - | per foundation | 2,667 | - |
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