LAC-ADS-SRI. SAJEEV JOSEPH MLA 2023-24-CONSTRUCTION OF ASSEMBLY HALL (SELF SUPPORTED GALVALUME SHEET ROOF ) AND RELATED WORKS IN SREEKANDAPURAM GHSS IN SREEKANDAPURAM MUNCIPALITY

Amount

1.CONSTRUCTION OF ASSEMBLY HALL

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

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

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

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.

10.20:Providing and fixing bolts including nuts and washers complete.

OD55518/2024-2025:Providing and fixing high grade precoated galvalume self supported profile sheets ( TATA or equivalent make ) (size, shape and pitch of corrugation as approved by Engineer-in-charge) 1.00 mm (+/- 0.02mm), total coated thickness AZ 150 GSM - RMP or SMP coating as per IS: 277, in 300 -350 mpa steel grade,. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied as panel width 0.31 m to 0.71 m or as desired by Engineer-in-charge. The sheet shall be fixed using HILTI /self drilling/self tapping screws/ interlocking technology with EPDM seal where ever necessery , complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of supports and including profiling , cutting , curving , sewing , assembling cutting to size and shape wherever required.

OD55519/2024-2025:providing and fixing Galvalume V-gutter (0.60mm thickness ) over GI clamp of same profile @ 1 mtr c/c

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

50.18.9.19.2: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 m dia 4 Kgf/cm2 - External work - Exposed on wall

OD86776/2024-2025:Modified od 16.21 Engaraving letters in hard stone

OD86777/2024-2025:Fixing plaque for MLA ADSwork stone tile(polished) work for wall lining over 12 mm thick bed of cement mortar1:3 and cement [email protected] kg/sqm including pointingin white cement complete Granite of any colour and shade

2 . CONSTRUCTION OF RETAINING WALL

15.7.1: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 mud mortar

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

OD86394/2024-2025:Dry Ruble masonry-Randaom ruble masonry with hard stone in conveyance of all materials labour charges etc.complete. as per direction of departmental officers at site

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.

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)

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)

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

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

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

13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

3. ASSEMBLY HALL -INTERLOCK WORK

2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil

OD332986/2024-2025:Providing and laying 60 mm thick factory made cement concrete interlocking paver block made by 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 stone aggregate 6mm nominal size , filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.vertically including cost and conveyance of all materials labour charges ,fabricating etc complete.(Modified 16.68 by replacing sand bed 6mm stone aggregate bed)

4.2.3: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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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.

K K THAMBAN (BID ID -2076686)

Bidder Name

K K THAMBAN

BIJU KUTTIYADAN