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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.0 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹32.4 L+₹1.4 L (4.65%)Rejected-AOC MALPAN HOUSE NAYATHODE P O ANGAMALY ERNAKULAM | ANGAMALY | ERNAKULAM | KERALA | L2 | Rejected-AOC REJECTED |
Tender Value
₹34.9 L
EMD Value
₹50,000
Closing Date
23 Sept 2023, 6:00 pmClosed
ASSISTANT ENGINEER LID EW SECTION MURIYAD
OFFICE OF ASSISTANT ENGINEER LSGD SECTION MURIYAD
Annual Plan-2023-24 Muriyad GP Pothumbuchira renovation and lift irrigation-Project No - 221-Urban Agglomeration Project -General Civil Work
2023_LSGD_602620_2
4/AE/LSGD/MYD/23-24
Open Tender
Civil Works - Others
Item Rate
180 days
OFFICE OF ASSISTANT ENGINEER LSGD SECTION MURIYAD
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
14 Nov 2023
14 Sept 2023
26 Sept 2023
14 Sept 2023
23 Sept 2023
14 Sept 2023
Amount
Mooricoal Thodu Cleaning
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
OD48330/2023-2024:Removing silt 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 silt to be levelled and neatly dressed. All kinds of soil
Cleaning of Pond
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
OD48328/2023-2024:Removing silt 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 silt to be levelled and neatly dressed. All kinds of soil
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
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.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
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)
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Maintanance of Motor Shed
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)
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
OD48332/2023-2024:Supplying and fixing Pressed steel windows and ventilators of standard pattern with frames as per profile of sections 82 x 62 mm embossed sheet shutter 50 x 20 mm special channel (reverse and beading )shutter 12 mm dia rod , 25 x 5 mm flat with 75 mm SS hinges , 50 mm SS hook , 125 mm stay and handles for windows with section 105 x 60 mm using 18g (1.2mm thick CRCA) sheet and shutters made of section 75 x 30 cm for outer styles and horizontal members and then inserted with enclosed and stiffened sheet 26 CR as per the specification with Zincromate primer coat including all charges of fittings ,conveyance etc complete
OD48333/2023-2024:Supplying and fixing PRESSED STEEL DOOR of standard pattern with frames as per profile IS 4351 of sections 105*60 mm using 18 g (1.2mm thick CRCA) sheet and shutters made of section 75*30 cm of outer styles and horizontal members and then inserted with enclosed and stiffened sheet 26 CR as per the specification with zincromate primer including all charges of fittings,conveyance etc complete
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
13.71:Lettering with black Japan pint of approved brand and manufacture
OD115154/2023-2024:Granite NAME BOARD
Pipe line
OD48326/2023-2024:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: Pipes, cables etc. not exceeding 80 mm dia but not exceeding 300 mm dia
OD114897/2023-2024:Providing and fixing G I pipes complete with fittings etc External work 100 mm dia nominal bore Medium class
OD113008/2023-2024:Providing and fixing PVC pipes (ISI) including jointing of pipes with one step pvc solvent cement with testing of joints including cost of specials and fittings etc.complete as per direction of Engineer in Charge . 110 mm dia 12.5 Kgf/cm2(excluding cost of earth work excavation and refilling.)
OD48327/2023-2024:Providing and fixing PVC pipes(ISI) including jointing of pipes with one step PVC solvent cement, & testing of Joints complete as per direction of engineer in charge.110 mm dia 8 Kgf/cm2 (excluding the cost of earth work excavation and refilling)
OD114850/2023-2024:Supplying and fixing 25mm dia CI air valve( single type) ISI marked including all labour ,material, conveyance and cost of necessary fittings etc complete.
OD114875/2023-2024:Providing and fixing 110 mm PVC ball valve including jointing with PVC solvent cement 110 mm dia good quality
OD114913/2023-2024:Supplying and fixing 110 mm cast iron gate valve (ISI marked) including cost of fittings, cost of solvent, labour, conveyance etc complete including fixing tile piece
Cleaning of drainage
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
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)
5.1.2: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
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
Civil construction for Shutter-- mechanical
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
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
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
5.2.2: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)
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
Maintenance road & Ring for placing motor
16.42:Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete
51.2.3:Filling with Quarry Muck <br> 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
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)
5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)
5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
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
M O DAVIS
Bidder Name
M O DAVIS
KMS Construction
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