GENERAL-Budget 2024-2025 Construction of New building for Karupadanna Govt. L. P School-work-General Civil Work

Amount

Detailed Estimate

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

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

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)

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.

50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge

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

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

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

5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges

OD28952/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content obtained as per mix design shall be used by the contractor at site to obtain the required strength.Minimum cement content to be used for this item is @ 330 kg/ cum. There is no additional payment for exess cement used in the mix design seperately as per circular no.CE/BL/GL/6541/2015 dtd.30.08.17 of CE, BLDS PWD &quot. All work upto plinth level

OD28953/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content obtained as per mix design shall be used by the contractor at site to obtain the required strength.Minimum cement content to be used for this item is @ 330 kg/ cum. There is no additional payment for exess cement used in the mix design seperately as per circular no.CE/BL/GL/6541/2015 dtd.30.08.17 of CE, BLDS PWD.All work above plinth level upto floor V level

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

5.22A.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

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

50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete

OD28954/2025-2026:Supplying and fixing pressed steel doors of standard pattern with frame as per profile of IS 4351 of section 105x60mm using 18G (1.2mm thick CRCA) sheet and shutter made of section 75x30 cm for outerstyles and horizontal members and then inserted with enclosed and stiffined sheet 26CR as per specification with Zincromate primer coat measured in sequence meter totally including all charges for fixing handle ,aldrop, butthinges,etc. complete

OD28955/2025-2026:Pressed steel windows and ventilators of standard pattern with frame as per profile of section 82x62 empossed sheet shutter 50x20 special channel (reverse and beading ) shutter 12 mm dia rod 25x5 flat grill with 3" SS hinge, 2" SS hook, 5" SS stay and Nsd handle for windows of section 105x60mm using 18 G (1.2mm thick CRCA )sheet and shutters made of section 75x30cm of outer styles and horizontal members and then seed inwith enclosed and stiffened sheet 26 CR as per specification with zincromate primer coat measured in sertquence merte

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

13.17:6 mm cement plaster 1:3 ( 1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.

13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size)

11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.

18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

18.51.1:Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore

50.18.8.9.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chased and making good the wall etc. 110 mm pipe 6kgf/cm2

50.18.9.19.1:Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall

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

OD28951/2025-2026:Roofing with GI hard colour powder coated corrugated sheets 0.35mm thick or nearest available thickness with overlaps of 150mm at ends and GI hook or crank CI bolts and nuts including plain washes and bitumin washes etc.comlete.

13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work

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

OD28949/2025-2026:Supplying and fixing inaugration black granite stone including engraving letters,all kind of labour charges etc. complete

OD28950/2025-2026:Supplying and fixing Defect Liability Board for building using Aluminium Composite Panel (ACP) material with a thickness of 4mm and size 90cmx60cm approved colour including HD Vinyl print stick on ACP board throughtout the area. Approved design and colour pattern and size of letter (Matter given by engineer in charge). Board fixing on wall with SS screws, coveyance of material etc are complete as per direction of engineer in charge.

OD28957/2025-2026:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 30 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.

OD28956/2025-2026:Ridge Capping with pre painted galvenised steel sheets 0.5 mm thick 60 cm wide including all cost and materials, conveyance, labour charges etc. complete.

OD28958/2025-2026:Supplying and fixing 200 mm dia PVC half cut section with brackets at the end of sheet or tiled roof rain water collection including all cost and materials, conveyance,labour charges etc . complete

MOHAMMED SHUHAIL B A (BID ID -2237539)

RIYAS MON P. (BID ID -2237711)

Bidder Name

Vijaykumar P

RIYAS MON P.

MOHAMMED SHUHAIL B A