Construction of community hall for tirwanja mokasa village under CSR head of Bhatadi OC mine of Chandrapur Area.

Amount

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 upto 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

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete

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 (zone-III) : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level : 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies,shelves, chajjas, lintels, bands, plain window sills, staircasesand spiral stair cases above plinth level up to floor five level,excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

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

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

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

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of Tiron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer

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.

6mm cement plaster of mix 1:3(1 cement : 3 coarse sand).

12mm cement plaster of mix 1:6(1 cement :6 coarse sand).

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 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm

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

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

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

Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Carriage of material earth by mechanical transport including loading, unloading and stacking upto 1 Km.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)

Providingandfixinginposition.(asperI.S.1868/1982)Aluminiumslidingwindowoftwotrackswithrectangularpipehavingoveralldimension?63.50x38.10x1.02mmatweight0.547Kilogram/Runningmetre.andwindowframebottomtracksection61.85x31.75x1.20mmatweight0.695Kilogram/Runningmetre.Topandsidetracksection61.85x31.75x1.30mmatweight0.659Kilogram/Runningmetre.Theshuttershouldbeofbearingbottom40x18x1.25mmatweight0.417Kilogram/Runningmetre.Interlockingsection40x18x1.10mmatweight0.469Kilogram/Runningmetre.Andhandlesection40x18x1.25mmatweight0.417Kilogram/Runningmetre.andtopsection40x18x1.25mmatweight0.417Kilogram/Runningmetre.AsperdetaileddrawingsandasdirectedbyEngineerinchargewithallnecessaryAluminiumsectionsfixturesandfasteningssuchasrollerbearinginyloncastingandselflockingcatchfittedinverticalsectionofshutterincluding5mmthickplainglass with all required screws and nuts etc, complete. With powder coating without box

Providing pipe earthing with 40mm dia G.I. pipe or 20mm dia G.I. rod complete with all materials as per specificationn no. EAEP.

Point wiring in PVC trunking ( casing capping with 1.5 sq.mm (2+1E) FRLSH grade copper wire, flush type switch , earthing and required accessories as per specification no. WG-PW/SW.

Point wiring independent plug in PVC trunking ( casing capping with 1.5 sq.mm (2+1E) FR grade copper wire, flush type switch and required accessories as per specification no. WG-PW/SW.

Point wiring independent plug in PVC trunking ( casing capping with 1.5 sq.mm FRLSH grade copper wire, flush type switch, earthing and required accessories as per specification no. WG-PW/SW.

Supplying & erecting & marking SPMCB 6 A to 32 A, B series for lighting ) in provided distribution board as per as per specification no. SWSWR/MCB.

Supplying erecting LED 20W tube light fitting (4 feet )n with aluminium housing heat sink integrated HF electronic driver complete.

Supplying erecting regular/standard model ceiling fan of 1400 mm sweep complete erected in position as per specificationNo. FG-FN/CF.

Supplying erecting and marking tyriple ppole isolators only switch version of miniature circuit breaker of 63A with required wiring connections and lugs etc. provided distribution board complete.

Total impact of GST for the purpose of CTC

Surendranath Singh

ALI INFRASTRUCTURE