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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.8 LAccepted-AOC KAROTTUPUTHENPURAYIL H KAKKOOR | KOTTAYAM | KERALA | 686001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹27.6 L+₹2.8 L (11.4%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹31.1 L
EMD Value
₹50,000
Closing Date
16 Apr 2025, 3:00 pmClosed
ASSISTANT ENGINEER
O/o the Asst. Engineer,Piravom Municipality
Renovation of MCF- construction of retaining wall-Retainingwall and allied works-General Civil Work-at ward 14.
2025_LSGD_755157_1
LSGD/KSWMP/EST/13333/2025
Open Tender
Civil Works - Others
Item Rate
180 days
PIRAVOM
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,625
₹50,000
Piravom Municipality
9 Jul 2025
26 Mar 2025
16 Apr 2025
26 Mar 2025
16 Apr 2025
26 Mar 2025
26 Mar 2025 - 1 Apr 2025
2 Apr 2025
Amount
CONSTRUCTION OF RETAINING WALL
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
50.2.26.1:Filling with contractor own 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.
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
4.1.8: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)
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
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
4.11:Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
5.2.2: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)
OD411128/2024-2025:Providing and laying weep holes with pvc pipe in retaining wall using 110mm dia 6kg/cm2 pipe as per the directon of engineer in charge.
ENVIRONMENTAL SOCIAL MANAGEMENT FRAME WORK
OD411119/2024-2025:"Environmenta monitoring: Ambient air monitoring-(24 hrs) PM2.5, PM10, Nitrogen dioxide, Sulphur dioxide, Hydrogen sulphide, Carbon monoxide, Methane, Odour The rate inclussive of all necessary arrngements for visiting the site, installation of required all machineries and staff, analysing or collecting the required data,testing and submission of final report as per the approved format etc. complete as per the direction of Engineer in charge."
OD411122/2024-2025:"Environmenta monitoring- Ambient Noise Level( Leq)- 24 hrs. The rate inclussive of all necessary arrngements for visiting the site, installation of required all machineries and staff, analysing or collecting the required data,testing and submission of final report as per the approved format etc. complete as per the direction of Engineer in charge."
OD411124/2024-2025:Providing and fixing information boards or obligatory sign boards with project details, contact informations of executing authority, nearest hospitals, police stations etc.The board of size 1.2m x 0.6m made of 50x50x3mm hollow MS tube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The overall height of the board shall be 2.50m from the groundlevel. The item includes cost of fabrication, painting, letterig, finishing, erection, erthwork, cement concrete 1:2:4, structural steel leg, its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to executed the job etc. complete, as per the directon of Engineer in charge.
51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
va george (BID ID -2197405)
Bidder Name
va george
GEORGE MATHAI
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1226283.pdf
boq_comp_chart.xlsx
xlsx
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