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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.9 LAccepted-AOC | ₹35.9 L | L1 | Accepted-AOC Lowest rate quoted |
| 2 | L2₹41.4 LRejected-AOC | ₹41.4 L | L2 | Rejected-AOC Higher rate |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹40.7 L
EMD Value
₹81,360
Closing Date
6 Apr 2026, 11:00 amClosed
RAKESH
Municipal Council Mandi Dabwali
Const.of C.C. street from Sheetla Mata Mandir to M.M. Public School ward 17(Retender)
2026_HRY_511387_1
20262AFF4AAC A20F 4E87 8A33 BFB26B18012F280ULB
Open Tender
Civil Works
120 days
Mandi Dabwali
Const.of C.C. street from Sheetla Mata Mandir to M.M. Public School ward 17(Retender)
2 documents required · 2 mandatory
₹2,500
₹81,360
Yes
20 May 2026
27 Mar 2026
6 Apr 2026
27 Mar 2026
6 Apr 2026
27 Mar 2026
27 Mar 2026 - 28 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | [10.17]Providing and laying polythene sheet under CC M-25 in road and parking complete in all respect [Through Rate] | - | Sqm | 22 | - | BI01010001010000000000000515BI0100001113 |
| 2 | [17.5.2]Compacting Original Ground 2. Compacting original ground below embankment
Loosening, levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORTH specifications [Through Rate] | - | cum | 21 | - | BI01010001010000000000000515BI0100001114 |
| 3 | [17.72]Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORTH specifications [Through Rate] | - | cum | 4,932 | - | BI01010001010000000000000515BI0100001115 |
| 4 | [2.B0242] B0242. 150 mm dia PVC pipe [Rate] | - | Metre | 223 | - | BI01010001010000000000000515BI0100001116 |
| 5 | [2.B1598] B1598. Chlorinated Polyvinyl - chloride (CPVC) pipe 15 mm outer dia [Rate] | - | Metre | 40 | - | BI01010001010000000000000515BI0100001117 |
| 6 | [21.93.2]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. 2. Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening [Through Rate] | - | Each | 1,058 | - | BI01010001010000000000000515BI0100001118 |
| 7 | [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] | - | Each | 2,821 | - | BI01010001010000000000000515BI0100001119 |
| 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 | - | BI01010001010000000000000515BI0100001120 |
| 9 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] | - | cum | 83 | - | BI01010001010000000000000515BI0100001121 |
| 10 | [30.87.2]Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : 2. Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10 [Through Rate] | - | Each | 2,197 | - | BI01010001010000000000000515BI0100001122 |
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