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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.5 L+₹35,749.66 (8.70%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹4.7 L+₹57,377.08 (14.0%)Rejected-Finance | L3 | Rejected-Finance L3 |
Tender Value
₹5.2 L
EMD Value
₹13,029
Closing Date
1 Nov 2022, 5:00 pmClosed
ASSISTANT ENGINEER
O/OASSISTANT ENGINEER LSGD KARAVALOOR
Karavaloor GP162/22 Canal Junction moozhiyil road sidewall
2022_LSGD_513870_15
02/AE/LIDEW/KVR/22-23IIPHASE
Open Tender
Civil Works - Roads
Item Rate
180 days
KARAVALOOR
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,150
Yes
₹13,029
Yes
1 Dec 2022
10 Oct 2022
4 Nov 2022
10 Oct 2022
1 Nov 2022
10 Oct 2022
Amount
RCC Retaining wall
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> IV. R.C.C. grade M 25
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD92211/2022-2023:VC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
OD92550/2022-2023:Filling with contractor's own earth (excluding rock) in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m as per direction of Engineer-in-charge.
Arun Sahadevan
PMS CONSTRACTION
Bidder Name
Arun Sahadevan
SHAJAHAN P
PMS CONSTRACTION
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_737485.pdf
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details.html
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