NABARD-RIDF XXVIII Infrastructural Development works of various padasekharams under Cherthala Legislative Assembly Constituency. Alappuzha district-IDW at Chembakasserry Padam-Infrastructural Development Works at Chembakasserry Padam-Civil Work

Amount

Chembakassery padam - (Appx 1) Bund formation ,farm road and retaining wall wall

OD2328/2024-2025:Data derived from 2.6.1 filling with stiff clay(excavated)for bund formation over areas including disposal of excavated clay

OD2429/2024-2025:DAR Vol 1(cilvil) page 71,code 1.1.2 Construction of embankment with approved material (red earth) from borrow pits with all leads and lifts transporting to site spreading grading to a required slope. Earth filling in Alappuzha District as per order No. CE/R&B/ALP/769/2016 dated 22/05/2017

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

OD2482/2024-2025:Modified data 60.7.1 DRY RUBBLE MASONRY -Dry rubble witout concrete levelling course masonry with good quality blasted rubble including packing to compactness to line and level cost and conveyance of all material ,labourcharge etc complete as per directions of departmental officers at site ( boat load upto 3 KM)

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

4.1.5: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 20 mm nominal size)

Chembakassery padam - (Appx 2) vaachal thode side-- Construction of culvert cum sluice

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

OD2337/2024-2025:Modified data 60.1.1 Ring bund Type -1-Putting up ring bund as per approved shape 2.5m bottom width,1 m top width using gunny/polythene bags filed with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2m including labour dismantling of bund after completion of the work etc.

OD2338/2024-2025:Modified data 60.2.2 Bailing out water using 5HP pump-Bailing out water with 5 HP engine and pump set including conveyance to site and erection,cost of fuel,lubrication oil and other stores, etc complete

OD2339/2024-2025:60.64.1.Coconut pile-Supplying and stacking well matured straight coconut post for driving down through various stratabelow bed level including cost of conveyance,labour charges etc complete

OD2340/2024-2025:60.64.4.Coconut pile-Driving down coconut pile to lines and levels through various strata including all hire charges and labour for fixing,staging platform and all other appliances necessary for pile driving down after pointing the bottom end

OD2341/2024-2025:60.7.2DR packing under foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labourcharges etc.complete as per direction of deptl.officers at site

OD2342/2024-2025: Modified data 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 .

4.1.5: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 20 mm nominal size)

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)

5.2.2: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)

5.1.3: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)

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts

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

OD2343/2024-2025:Modified data 60.2.1 Filling with contractors own earth (excluding rock ) in trenches,plinth side of foundation in layer not exceeding 20cm depth consolidating each deposit layers by ramming and watering lead up to 50m lift up to 1.5m asper the direction of site engineer in charge

Chembakassery padam - (Appx 3) Construction of motor thara

15.7.2:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar with old mughal bricks

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

OD2787/2024-2025:Modified old data 60.64.1 Coconut Plie- Supply and stacking well matured straightcoconut post for driving down through various strata bellow bed level including cost conveyance labour charges etc complete

OD2788/2024-2025:Modified old 60.64.4 Coconut Pile -Driving down coconut pile lines and levels through various strata including all hire charges and labour for fixing ,staging platform and all other appliances necessary for pile drivingdown afterpointing the bottom end

OD3109/2024-2025:60.7.1 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

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)

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

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)

50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm)

12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)

13.37.1:White washing with lime to give an even shade:New work (three or more coats)

9.63.4:Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete:100x10 mm

50.9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood

50.9.2.1:Providing and fixing paneled and glazed shutters for doors, windows and clerestory windows, 35 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineerin - charge using Anjili/ Jack wood

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

4.1.5: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 20 mm nominal size)

OD2499/2024-2025:Modified data 60.2.1 FIlling with contractors own earth (excluding rock) in trenches,plinth,sides if foundation etc in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering,lead upto 50m and liftupto 1.5m as per direction of site Engineer-in-charge

REJIMON ELIAS (BID ID -1961777)

JACOB GEORGE (BID ID -1961771)

Bidder Name

JACOB GEORGE

SAJU P MAKKAR

REJIMON ELIAS