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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-AOC NAI AT VILLAGE MATTUWALER BLESH RANI | L1 | Accepted-AOC Tender allotted to L1 agency | |
| 2 | L2₹11.0 L+₹8,476.04 (0.78%)Rejected-AOC | L2 | Rejected-AOC Tender allotted to L1 agency |
Tender Value
₹14.1 L
EMD Value
₹33,500
Closing Date
24 Mar 2026, 5:00 pmClosed
RAKESH
Municipal Council Sirsa
Const. of IPB street of gurdev singh rahi wali gali WD 3 MC SIRSA (First Time)
2026_HRY_506937_1
2026CF08EE29 9284 42AC AD9E 10EE04E0A30B299ULB
Open Tender
Civil Works
Works
90 days
Sirsa
Const. of IPB street of gurdev singh rahi wali gali WD 3 MC SIRSA (First Time)
2 documents required · 2 mandatory
₹1,000
₹33,500
Yes
10 Apr 2026
9 Mar 2026
25 Mar 2026
9 Mar 2026
24 Mar 2026
9 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 | [17.15.3]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2)
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 3. Grading III material [Through Rate] | 155.99 | cum | 1,044 | ₹1,62,853.56 |
| 1.02 | [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] | 1,572.12 | Sqm | 7 | ₹11,004.84 |
| 1.03 | [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] | 1,572.12 | Sqm | 655 | ₹10,29,738.6 |
| 1.04 | [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] | 760.42 | Sqm | 26 | ₹19,770.92 |
| 1.05 | [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] | 3 | Each | 1,155 | ₹3,465 |
| 1.06 | [22.205.1]Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : 1. With common burnt clay non-modular bricks of class designation 7.5 [Through Rate] | 3 | Each | 2,821 | ₹8,463 |
| 1.07 | [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] | 165.12 | cum | 202 | ₹33,354.24 |
| 1.08 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] | 104.68 | cum | 83 | ₹8,688.44 |
| 1.09 | [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] | 165.12 | cum | 83 | ₹13,704.96 |
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