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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | L1 | Accepted-AOC Being first lowest | |
| 2 | L2₹8.3 L+₹36,829.44 (4.62%)Rejected-AOC | L2 | Rejected-AOC Being second lowest |
Tender Value
₹7.3 L
EMD Value
₹18,150
Closing Date
22 Aug 2024, 5:00 pmClosed
The Managing Director
Kerala State Warehousing Corporation, Head Office Ernakulam, P.B.No.1727, Warehousing Corporation Road, Kochi-682016
Reconstruction of Collapsed retaining wall at State Warehouse Mananthavady in Wayanad District.
2024_KSWC_681981_1
No. KSWC/Constn/SW/ Mananthavady/ Retaining wall/2024-25
Open Tender
Repair and Maintenance Works
Item Rate
90 days
State Warehouse Mananthavady
Please refer tender documents
9 documents required · 9 mandatory
₹1,770
₹18,150
Yes
27 Jan 2025
8 Aug 2024
24 Aug 2024
8 Aug 2024
22 Aug 2024
8 Aug 2024
8 Aug 2024 - 22 Aug 2024
Amount
Reconstructionof collapsed retaining wall
DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
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
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts.
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
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
DRY RUBBLE MASONRY- with Departmental stone-Dry rubble without concrete levelling course using departmental rubble which is stacked within 300 meters of SW Mananthavady including cleaning stone from mud and packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site.
PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
Filling with available earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.
AMEER ALI V M
Bidder Name
AMEER ALI V M
AMMAD M K
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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