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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
₹4.2 L
EMD Value
₹10,551
Closing Date
9 Dec 2022, 1:00 pmClosed
the Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam.
Refer tender document
2022_LSGD_534088_1
ET 225/DP EKM/EE/LSGD/22-23
Open Tender
Civil Works - Lift Irrigation Schemes
Item Rate
180 days
Kakkanad
Refer tender document
7 documents required · 7 mandatory
₹935
Yes
₹10,551
Yes
30 Jan 2023
28 Nov 2022
9 Dec 2022
28 Nov 2022
9 Dec 2022
28 Nov 2022
Amount
Leading Channel
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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
12.5.3: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> III. R.C.C grade M 20
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Name Board
OD218914/2022-2023:Providing Nameboard of average size 90cm*60cm fixing with 50mm GI pipe post including bottom concreting, painting, lettering etc complete-asdetaled below. Earth work excavationin all classes of soil, PCC1:4:8 10 cmthick, bottom pedestel of size 30*30*45cm with CC 1:2:4,50mm GIPipe as main post of average length145cm,support strut with 25mm GI pipe 2 nos 50cm, 1mm thick MS sheet board of frame with 40*40*6mm angle iron and 3mm thick MS Gusset plates at junctions, overall painting with synthetic enamel paint and lettering with synthetic enamel paint.
BIJISH C V
Bidder Name
SAHEER E A
BIJISH C V
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