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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.3 LAccepted-AOC KOTTA HOUSE POWALKOTTA KASRAGOD P O MULIYAR KASRAGOD | KASARGOD | KASARGOD | KERALA | L1 | Accepted-AOC L1 ACCEPTED | |
| 2 | L2₹19.5 L+₹25,256.62 (1.31%)Rejected-AOC | L2 | Rejected-AOC L2 REJECTED | |
| 3 | L3₹20.2 L+₹95,228.87 (4.95%)Rejected-Finance MUDIYAKKAL BEKAL PO KASARAGOD | L3 | Rejected-Finance L3 REJECTED | |
| 4 | L4₹20.4 L+₹1.2 L (6.09%)Rejected-Finance | L4 | Rejected-Finance L4 REJECTED | |
| 5 | L5₹20.5 L+₹1.2 L (6.38%)Rejected-Finance | L5 | Rejected-Finance L5 REJECTED |
Tender Value
₹24.5 L
EMD Value
₹50,000
Closing Date
25 Sept 2020, 5:00 pmClosed
Executive Engineer
Office of the Executive Engineer Harbour Engineering Division Kasaragod
Kasaragod District-2019-2020 Upgradation of coastal road-upgradation of kuniyal -palichiadukkam road in chemmanad grama panchayath
2020_HED_385986_1
13/HED/EE/KGD/2020-21/SN
Open Tender
Civil Works - Roads
Item Rate
150 days
Chemmanad
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,900
Yes
online
₹50,000
Yes
5 Jan 2021
17 Sept 2020
30 Sept 2020
17 Sept 2020
25 Sept 2020
17 Sept 2020
Amount
Construction of road
2.1 : Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
3.15.1 : Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
11.1.1.1 : Excavation for StructuresEarthwork 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.I.Ordinary soil(i)Upto 3 m depth
14.1 : Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6
11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4)
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3.14 : Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
THAMBAN T
k a abdulla
Fresh Contracting Company
IRSHAD A
MOHAMMED RIYAS C.H
NOUSHAD C A
ABDUL SALAM PM
Bidder Name
k a abdulla
JAFAR SADIK M
ABDUL SALAM PM
IRSHAD A
NOUSHAD C A
THAMBAN T
MOHAMMED RIYAS C.H
Fresh Contracting Company
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tech_eval.pdf
fin_eval.pdf
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finance_548202.pdf
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