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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 LAccepted-AOC | ₹14.7 L | L1 | Accepted-AOC Tender Alllotted to l1 agency |
| 2 | L2₹15.3 L+₹55,406.19 (3.76%)Rejected-AOC | ₹15.3 L+₹55,406.19 (3.76%) | L2 | Rejected-AOC Tender Alllotted to l1 agency |
| 3 | L3₹15.7 L+₹95,491.72 (6.49%)Rejected-AOC NAI AT VILLAGE MATTUWALER BLESH RANI | ₹15.7 L+₹95,491.72 (6.49%) | L3 | Rejected-AOC Tender Alllotted to l1 agency |
| 4 | L4₹17.0 L+₹2.3 L (15.3%)Rejected-AOC HARYANA HR | ₹17.0 L+₹2.3 L (15.3%) | L4 | Rejected-AOC Tender Alllotted to l1 agency |
| 5 | L5₹17.7 L+₹3.0 L (20.5%)Rejected-AOC | ₹17.7 L+₹3.0 L (20.5%) | L5 | Rejected-AOC Tender Alllotted to l1 agency |
Tender Value
₹21.0 L
EMD Value
₹50,000
Closing Date
4 Jun 2026, 5:00 pmClosed
RAKESH
Municipal Council Sirsa
Construction of IPB Road in Anand Vatika Ward No.30 Gali in front of Park C-Block in MC Sirsa
2026_HRY_523539_1
2026C8674737 A0A0 4140 A6B8 7D609E6167A8299ULB
Open Tender
Civil Works
Works
90 days
Sirsa
Construction of IPB Road in Anand Vatika Ward No.30 Gali in front of Park C-Block in MC Sirsa
2 documents required · 2 mandatory
₹1,000
₹50,000
Yes
2 Jul 2026
22 May 2026
5 Jun 2026
22 May 2026
4 Jun 2026
22 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 |
|---|---|---|---|---|---|
| 1Works | |||||
| 1.01 | [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] | 75 | Sqm | 268 | ₹20,100 |
| 1.02 | [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] | 297 | cum | 1,863 | ₹5,53,311 |
| 1.03 | [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] | 1,980 | Sqm | 7 | ₹13,860 |
| 1.04 | [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] | 1,980 | Sqm | 655 | ₹12,96,900 |
| 1.05 | [17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate] | 1,980 | Sqm | 26 | ₹51,480 |
| 1.06 | [21.84.1]Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 1. Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C. topping [Through Rate] | 12 | Each | 3,487 | ₹41,844 |
| 1.07 | [21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate] | 12 | Each | 1,155 | ₹13,860 |
| 1.08 | [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] | 297 | cum | 202 | ₹59,994 |
| 1.09 | [4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate] | 297 | cum | 78 | ₹23,166 |
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