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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-AOC | ₹2.7 L Quoted ₹21,967 | L1 | Accepted-AOC Accepted |
| 2 | L2₹22,936+₹969 (4.41%)Rejected-Finance | ₹22,936+₹969 (4.41%) | L2 | Rejected-Finance Rejected due to high rate. |
Tender Value
₹2.7 L
EMD Value
₹5,344
Closing Date
15 Jun 2023, 10:00 amClosed
Executive Engineer
Engineer, Bathinda Canal and Ground Water Division, Bathinda
Relining of Bathinda Disty RD 7000 and 13380.
2023_WR_103855_1
05/22A/2023-24
Open Tender
Civil Works - Canal
Item Rate
21 days
Bathinda
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
₹5,344
Yes
Bathinda
21 Aug 2024
9 Jun 2023
15 Jun 2023
9 Jun 2023
15 Jun 2023
9 Jun 2023
12 Jun 2023
Amount
Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 30 m
Earthwork for compaction in 20 cm layers and dressing., Extra for watering the earth., Extra for rolling to specifications.
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above upto 1.50 m
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above1.5 mtr depth but upto 3.0 m
Earthwork excavation in foundation, 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 side 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 a lead of 30 metres.
Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.
Dressing of Bed and prepration of sub grade for lining complete in all respect as per pwd specification.
Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.
Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km.
Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. (For coping)
Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. (For Sleeper)
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Filling Contraction/Construction Joint with sealing compound complete in all respect
Filling expansion joints with special impervious hot pour 12.5 mm wide.
Extra bitumen painting over concrete surface at joints @ 0.69 kg per Sqm
250 wide LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge.
The Kamalu Co Op L and C Society Ltd.
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