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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-AOC KERALA | ERNAKULAM | KERALA | 680667 | L1 | Accepted-AOC ACCEPTED. Lowest quoted | |
| 2 | L2₹11.1 L+₹19,101.79 (1.74%)Rejected-AOC ERNAKULAM | KERALA | 680667 | L2 | Rejected-AOC REJECTED. 2nd lowest quoted |
Tender Value
₹11.0 L
EMD Value
₹27,395
Closing Date
18 Feb 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Manju N S
Office of Assistant Executive Engineer, Irrigation Sub Division, Piravom
GENERAL-Marady Grama Panchayath-Renovation of Thirumadhura Temple kadavu and protecting the left bank of Muvattupuzha river in Ward No.5 of Marady Gramapanchayath General Civil Work
2025_Irrig_736401_1
IRR/IA/TR/9305/2022_5_2_1/1
Open Tender
Civil Works - Others
Item Rate
120 days
Thirumadhura Temple(Marady Grama Panchayath)
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹27,395
Yes
2 May 2025
11 Feb 2025
20 Feb 2025
11 Feb 2025
18 Feb 2025
11 Feb 2025
Amount
Appendix A
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
60.5.1:DOWEL BARS - Supplying and providing MS dowel bars of size 20 mm dia , 1.5m long (1m in rock and 0.5 m in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25kg/each) etc complete
60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site.
60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site.
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
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
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
SREERAM K NANDAN (BID ID -2112100)
Bidder Name
SREERAM K NANDAN
THANIYELIL ASSOCIATES
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1181232.pdf
boq_comp_chart.xlsx
xlsx
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