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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹6.7 LAccepted-AOC | LI | Accepted-AOC lowest | |
| 2 | Rejected-Technical PALLIYADIYIL VEEDU MUTHUPILAKKADU WEST PO SASTHAMCOTTA 690520 | SASTHAMCOTTA | KOLLAM | KERALA | 690520 | - | Rejected-Technical HIGHER RATE | |
| 3 | Rejected-Technical | - | Rejected-Technical HIGHER RATE | |
| 4 | Rejected-Technical | - | Rejected-Technical HIGHER RATE |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
21 Jul 2023, 5:00 pmClosed
AEE Neyyattinkara municipality
Neyyattinkara municipality
Annual Plan-171/23-24-NEYYATTINKARA MUNICIPALITY-PROTECTION OF CANAL IN NAGAMCODU PLAMOODU BARREN AREAS IN MANALOOR WARD
2023_LSGD_587534_33
2/AEE/LSGD/NTA
Open Tender
Civil Works - Roads
Item Rate
180 days
Neyyattinkara municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,186
Yes
25 Nov 2023
13 Jul 2023
25 Jul 2023
13 Jul 2023
21 Jul 2023
13 Jul 2023
13 Jul 2023 - 21 Jul 2023
Amount
SIDE 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
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD64631/2023-2024:Filling with contractor 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 upto 1.5m as per direction of site engineer-in-charge
MIDHUN M
JAYAKUMAR
SOMAN B
Bidder Name
JAYAKUMAR
S.ROBINSON
SOMAN B
MIDHUN M
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finance_869023.pdf
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