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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC | ₹5.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.6 L+₹202.57 (0.04%)Rejected-AOC | ₹5.6 L+₹202.57 (0.04%) | L2 | Rejected-AOC L2 |
| 3 | L3₹6.3 L+₹67,355.87 (12.1%)Rejected-AOC | ₹6.3 L+₹67,355.87 (12.1%) | L3 | Rejected-AOC L3 |
Tender Value
₹5.9 L
EMD Value
₹5,940
Closing Date
2 Sept 2024, 4:00 pmClosed
Er. SANJAY KUMAR KAUSHIK, Sr. Xen
Sr. Executive Engineer, O and M Division, BBMB, Dhulkote, Ambala, Haryana
Work for providing RCC retaining wall at Tower no. 12 (near Anandpur Sahib) of 220 KV D/C Dhulkote-Ganguwal line.
2024_BBMB_205368_1
E-NIT-05/2024-25 dated 20.08.2024
Open Tender
Civil Works
Item Rate
90 days
Near Anandpur Sahib, Distt-Roopnagar, Punjab
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
Accounts Officer, BBMB, Dhulkote, Payable Ambala
₹5,940
Yes
24 Oct 2024
20 Aug 2024
3 Sept 2024
20 Aug 2024
2 Sept 2024
20 Aug 2024
Amount
Work for providing RCC retaining wall at Tower no. 12 (near Anandpur Sahib) of 220 KV D/C Dhulkote-Ganguwal line.
Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. Pb-CST-Ref.-6.6-L/R.
Earth work excavation in ordinary soil, exclusive of compensation of earth:- (b) Earth work undressed with a combined lead upto 15 metres including breaking of clods. Pb-CST-Ref.-6.2(b)-L/R.
Cement concrete 1:5:10 (b) With stone aggregate 40mm gauge. (ii) mixing by mechanical means using concrete mixer volumetric type. Pb-CST-Ref.-10.09(b)(ii)-T/R. (AOR-1).
Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. Pb-CST-Ref.-10.15-T/R. (AOR-2).
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). Pb-CST-Ref.-9.1-T/R.
Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. Pb-CST-Ref.-9.2-T/R.
Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete. Pb-CST-Ref.-18.18-T/R. (AOR-3).
Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in?Charge. Pb-CST-Ref.-8.43-L/R.
Providing and laying 60 mm thick factory made cement concrete interlocking Paving blocks of M?35 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in?Charge. Pb-CST-Ref.-14.138-L/R.
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical Specifications. Pb-CST-Ref.-21.35-T/R.
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Pb-CST-Ref.-21.37-T/R.
RAJIV
amandeep kalia govt contractor
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