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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.3 LAccepted-AOC | ₹13.3 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | L2₹14.4 L+₹1.0 L (7.65%)Rejected-Finance | ₹14.4 L+₹1.0 L (7.65%) | L2 | Rejected-Finance Rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 REJECTED |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 REJECTED |
| 5 | Rejected-Technical KERALA KL | KOTTAYAM | KERALA | 686001 | - | - | Rejected-Technical L4 REJECTED |
Tender Value
₹17.9 L
EMD Value
₹26,800
Closing Date
5 Oct 2021, 11:00 amClosed
SUPERINTENDING ENGINEER
Kochi Municipal Corporation, Park Avenue Ernakulam, Kochi 682011
Kochi Municipal Corporation S.126/22 Interlock tile laying at Parambithara road in div 55
2021_LSGD_441701_1
Kochi Municipal Corporation S.126/22
Open Tender
Civil Works - Roads
Item Rate
150 days
Ernakulam
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,800
Yes
₹26,800
Yes
26 Feb 2022
28 Sept 2021
6 Oct 2021
28 Sept 2021
5 Oct 2021
28 Sept 2021
Amount
3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m 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
2.5.1.B : Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (B)Cement Concrete
3.2 : Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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 I.P.C.C grade M 10 (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 II.P.C.C grade M 15 (i)Nominal mix (1:2.5:5)
75.8.1.1.A : Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
od1394834/2021_2022 : Engaging man coolies
75.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
4.9 : Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
6.7.1 : Interlocking Concrete Block Pavement <br> Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Yesudasan V.P.
JINAS K A
P H Zakeer
SINTHIL.KM
Laiju Devassy
Sunil Mathew, Edappalakkattu Constructions
Bidder Name
SINTHIL.KM
Yesudasan V.P.
ARUN B
Sunil Mathew, Edappalakkattu Constructions
Laiju Devassy
P H Zakeer
JINAS K A
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