Annual Plan-Pappinisseri GP Proj. No 221/24- 25-CONSTRUCTION OF BUS WAITING SHELTER -KATTILE PALLI-General Civil Work

Amount

RENNOVATION

15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)

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

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)

50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

OD507398/2024-2025:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade madeby block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6 mm broken stone filling the joints in required colour and pattern over and including 50 mm thick compacted bed of 6 mm broken stone, filling the joints with fine sand etc. complete as per the direction of Engineer-in-charge. (Modified 16.68 by replacing Sand bed 6mm stone aggregate bed)

50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., 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

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

11.20.2:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Medium shade pigment using 50% white cement 50 % Grey cement

OD507397/2024-2025:Supply and fixing 50mm overall insulated roofing sheets consisting PU form having density 0f 38- 40kg/m3 sandwiched between two pre coated galvanized iron profile sheet (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.40 mm thick (+0.05%) on face 1 and 0.35mm on face 2 total coated thickness with zinc coating 120gms as per IS;277 in 240mpa steel grade .5-7 micron epoxy primer on both sides of sheet and polyester top coat 15-18. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x100mm) with EPDM seal, complete up to 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. (Modified 12.50 of DAR )

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)

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

4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

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

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm

OD530035/2024-2025:supplying and fixing retro reflective sheet for bus shelter lettering confirming to tye III of ASTM D 4956-01approved by engineer in charge as per IRC 67-2001 including cost of rounding of corners , lowering down the structural frame from gantry , fixing and erecting the same in position all complete as per drawings , specification and direction of engineer in charges (structural frame work including M S plate to be provided separately . OD from 16.60.1

NITHIN P K (BID ID -2237332)

SUDHAKARAN PALLIKKUNNUMMAL (BID ID -2237941)

Bidder Name

NITHIN P K

SHAMSUDDIN T P

SUDHAKARAN PALLIKKUNNUMMAL