Construction of Store Godown at Jirkatang

Amount

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed : Column. Plinth Beam trenches

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. Under floor

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level. 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). Column. Plinth Beam trenches, Under floor.

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 (zone-III) : 4 graded stone aggregate 20 mm nominal size). Steps (4.2 m). Steps (3.00 m)

Centring and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. Plinth Beam trenches. Steps (4.2 m). Steps (3.00 m)

Providing and fixing up to floor five level precast cement concrete hollow block including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). 40x20x15cm

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including

Providing cement concrete surface drain with 1:4:8 finishing with cement mortar 1:4, including floaoating cont. of neat cement in- side the drain on including top and exposed side including earth work excavation. 15 cm x 15 cm. Suface drain.

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). Main Building. 1st footing, 2nd footing, 3rd footing, Short Column.

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. upto floor five level excluding cost of centring, shuttering,. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). Main Building Col. Plinth Beam trenches, Tie Beam, Lintel Beam, ,Gable

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and 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) : 3 graded stone aggregate 20 mm nominal size). shelf for store room

Centring and shuttering including strutting, propping etc. and removal of form for : Centring and shuttering including strutting, propping etc. and removal of form for :Main Building Col. 1st footing, 2nd footing, 3rd footing, Short Column.

Centring and shuttering including strutting, propping etc. and removal of form for : Centring and shuttering including strutting, propping etc. and removal of form for :Shelves (Cast in situ)

Lintels, beams, plinth beams, girders, bressumers and cantilevers.Plinth Beam trenches, Tie Beam, Lintel Beam, Gable

Columns, Pillars, Piers, Abutments, Posts and Struts. Main Building Col

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars. Jali 10Q @ 0.15 c/c both ways, Col 16Q 4 Nos, Col 12Q 2 Nos, Stirrups 8mm Q, @15 cm c/c, Plinth Beam 16 mm Q 04 Nos, Stirrups 8mm Q @15 cm c/c, Plinth Beam 16 mm Q 04 Nos, Stirrups 8mm Q @15 cm c/c, Tie Beam 16 mm Q 04 Nos, Tie Beam 12 mm Q 02 Nos, Stirrups 8mm Q @15 cm c/c, Tie Beam 16 mm Q 04 Nos, Stirrups 8mm Q @15 cm c/c, Gable 12 mm Q 04Nos, Stirrups 8mm Q @15 cm c/c, Shelves Main Bar 10mm Q@ 15 Cm c/c, Shelves Main Bar 10mm Q@ 15 Cm c/c, Shelves Main Bar 10mm Q@ 15 Cm c/c, Shelves Distribution Bar 8mm Q@ 15 Cm c/c, Shelves Distribution Bar 8mm Q@ 15 Cm c/c, Shelves Distribution Bar 8mm Q@ 15 Cm c/c, Shelves Distribution Bar 8mm Q@ 15 Cm c/c

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). Frame for door and window. Door (Double door ). E board. ventilator. Category-II (A)

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws excluding, panelling which will be paid for separate. Second class teak wood. Door (Double door ). Ventilator. Category-II (A)

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size. Door (D). Ventilator

Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 150x10 mm. Door (Double door )

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125 mm. Door (D1).

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: Timber Godown Racks.

Steel work in built up 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. Hot finished welded type tubes. Main Truss, 65 mm Q, Tie 65 mmQ, Purlin Main Bldg.50mmQ, 300 x300x12 mm, Dummy 0.63 dia, Flat 40x6mm, Bolts & Nuts with washer ( VS).

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate.

Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes. 110 mm diameter.

Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expan. Bend 87.5°. 110 mm bend.

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 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns poxy 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 ransportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) 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.

Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm 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 m. Ridges plain (500 - 600mm).

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

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.

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. Door (Double Hung). Ventilator.

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover.

Whole Electrical work

P VENKET RAMAN

Abdul Gafoor

R SELVAM

M Mohammed Aslam

T ABDUL BASHEER

A P HUSAINAR

M/S HABIB CONSTRUCTION

N H CONSTRUCTION

M/S A R CONSTRUCTION

Haneefa Constructions

M/S JOY KUMAR BISWAS

NAWAZ CONSTRUCTION

Kathir Marketing Services

SONA MONA TRADERS

SHRI BALAJI ENTERPRISES

A Palani