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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 LAccepted-AOC SIRSA HARYANA | ₹14.7 L | L1 | Accepted-AOC Tender allotted to L1 agency |
| 2 | L2₹14.8 LRejected-AOC | ₹14.8 L | L2 | Rejected-AOC Tender allotted to L1 agency |
| 3 | L3₹15.8 LRejected-AOC | ₹15.8 L | L3 | Rejected-AOC Tender allotted to L1 agency |
Tender Value
₹18.6 L
EMD Value
₹43,800
Closing Date
6 Apr 2026, 5:00 pmClosed
RAKESH
Municipal Council Sirsa
CONSTRUCTION OF PATHWAY OUTSIDE AGGARWAL PARK AND FROM MAA SHITALA CHOWK TO GOVT SCHOOL AND RENOVATION IN AGGARWAL PARK,WARD 18,MC SIRSA (First Time Tender)
2026_HRY_511542_1
20265D0A135D C05C 44BD B298 B106BE79F5EE299ULB
Open Tender
Civil Works
60 days
Sirsa
CONSTRUCTION OF PATHWAY OUTSIDE AGGARWAL PARK AND FROM MAA SHITALA CHOWK TO GOVT SCHOOL AND RENOVATION IN AGGARWAL PARK,WARD 18,MC SIRSA (First Time Tender)
2 documents required · 2 mandatory
₹1,000
₹43,800
Yes
21 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 | [11.64.1]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 | - |
| 4 | [11.70]`Extra for using White Cement based primer modified with high performance polymers, applied as an undercoat for exterior/interior cementitious surfaces before paint
Technical Specifications:
i) Degree of whiteness (in terms of reflectance) )93%
ii) Fineness (Residue on 63 Micron Sieve) - Minimum 4.0
iii) Bulk Density - 0.8 to 0.9 kg/litre
iv) Viscosity by Brookfield, 50rpm, Spindle no RV 05 at 25 - 300cP to 600cP
v) Pot Life - Min. 180 minutes
vi) Coverage after 1st coat - 80-100 sqft/kg
vii) Adhesion cross-cut on 2 coat application after 48 hours - Min. 3B` [Through Rate] | - | Sqm | 13 | - |
| 5 | [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] | - | Sqm | 7 | - |
| 6 | [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 | - |
| 7 | [26.7]Grassing of play grounds with doob grass including uprooting rank vegetation and weeds by digging area to a depth of 30 cm , removing all weeds and other growth with roots by forking repeatedly, ploughing and dragging with ‘swagha’ breaking of clods, removal of rubbish, dressing and supplying doob grass roots, and planting at 10 cm apart in both directions , watering weeding including supplying and spreading of farm-yard manure at the rate of 0.18 cum per 100 sqm fertilizers DAP 50 g per sqm etc and maintenance till weed free turf is formed [Through Rate] | - | Sqm | 21 | - |
| 8 | [3.1.18]By Mechanical Transport including loading, unloading and stacking 18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. [Rate] | - | cum | 202 | - |
| 9 | [30.28.1]Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 1. One or more coats on old work [Through Rate] | - | Sqm | 38 | - |
| 10 | [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] | - | cum | 83 | - |
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