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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.7 LAccepted-AOC THIRUVILAKKIL SANATHANAPURAM P O ALAPPUZHA AMBALAPPUZHA TALUK ALAPPUZHA DISTRICT | L1 | Accepted-AOC Lowest | |
| 2 | L2₹84.5 L+₹81,998.94 (0.98%)Rejected-Finance | L2 | Rejected-Finance First Lowest | |
| 3 | L3₹85.0 L+₹1.3 L (1.59%)Rejected-Finance | L3 | Rejected-Finance Second Lowest | |
| 4 | Rejected-Technical | - | Rejected-Technical High rate Quoted | |
| 5 | Rejected-Technical | - | Rejected-Technical High rate Quoted |
Tender Value
₹85.4 L
EMD Value
₹50,000
Closing Date
30 Sept 2023, 6:00 pmClosed
Superintending Engineer HECC
Superintending Engineer, Harbour Engineering Central Circle, Corporation Building, Paramara Road, Ernakulam North,Kochi-18
GENERAL-UPGRADATION OF COASTAL ROADS IN ALAPPUZHA DISTRICT- NEDUMUDI GRAMA PANCHAYATH THEERADESA ROAD WARD NO 10 PULLAMKADI ANCHUMOOLA MOTORTHARA BOAT JETTY ROAD IN KUTTANAD LAC-General Civil Work
2023_HED_604277_1
HED/CEHED/TR/127/2023_5_1_1/2
Open Tender
Civil Works - Roads
Item Rate
210 days
NEDUMUDI GRAMA PANCHAYATH
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
7 Nov 2023
18 Sept 2023
4 Oct 2023
18 Sept 2023
30 Sept 2023
18 Sept 2023
Amount
APPENDIX A ROAD and Retaining wall belt
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
11.4.4: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
APPENDIX B ROAD
OD416/2023-2024:Based on 4.11.2. Filling with local materials : Filling up low lying and water logged areas by providing local materials (Table 400.13 (3)) spreading in uniform layers, and consolidation by ramming, etc. complete for improving the CBR value of subgrade. Details of cost for 300 cum
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
RETAINING WALL
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
OD2257/2023-2024:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
N A MATHEW
JOSEPH VARGHESE
ANIL KUMAR R
J M INFRATECH PRIVATE LIMITED
abdul javad m
MARTIN VARGHESE
Bidder Name
BAIJU V
ANIL KUMAR R
abdul javad m
MARTIN VARGHESE
JOSEPH VARGHESE
J M INFRATECH PRIVATE LIMITED
N A MATHEW
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