GEK-47/2020-21

Amount

Schedule 'A' Section - I

Excavation in trenches n.exc. 1.50 mtr deep &1.5 mtr wide or foundation etc or for shafts, well,manholes, pier holels etc n.exc. 10 Sqmtr on plan and getting out, in any type of soil complete all as specified.

Surface dressing in Hard/dense soil n exc 15 cm deep complete all as specified.

Returning, filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard/dense soil complete all as specified and directed.

Removing excavated material to a distance n.exc 50m and deposited where directed at a level n. exc 1.5 m above the starting point complete all as specified and directed

M&L for PCC (1:5:10) type E-2, using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified & directed.

Material and labour for brick work with sub class ‘B’ bricks of class designation 10 all as per IS-1077-1992 (minimum compressive strength of brick 100 kg / Sqcm) old size bricks, straight or curved on plan exc 6 metre mean radius built in cement mortar 1:6 complete all as specified & directed.

M & L for two coats of synthetic enamel paint on steel and iron surfaces over one coat of red oxide primer on surfaces over 10 cm widtn or girth including preparation of new surfaces complete all as specified & directed.

S & F CGI sheeting 0.63mm thick class VIII light coating zinc as per IS : 272 of 1992 as in roof covering fixed with L or J type hooks or self thread making steel screws of length not less than 75mm as directed by Engr-in-Charge at site with suitable arangement as required.

M&L for 75mm thick cement concrete type D-2,1:4:8 (40mm graded stone aggt) as in sub base concrete all as spfd.

Material and labour for glazed ceramic Coloured 300mm x 200 mm x 6mm thick on vertical surfaces such as dado etc set and jointed in neat cement slurry and pointed in white cement with pigment to match the shade of tiles over and including 10mm thick rendering in cement mortar 1:4 complete all as specified and directed by Engr-in-Chaege.

Material and labour for non skid ceramic Coloured tiles, size 300mmx300mm x7mm thick in floor etc set and jointed with neat cement slurry and pointed in white cement with pigment to match the shade of tiles over and including 15mm thick screed in cement mortar (1:4) complete all as specified and directed.

S & F rolled section as in main or cross beams, hip and jack rafters, purlins (posts where connected to common rafters and running railsd and guides for sliding doors fixed with angle cleats or connecting plates etc complete all as required and spd.

S & F expanded metal of weight n.exc 4.00 Kgs per Sqm cut to length, bent to shape reqd and tying with and incl annealed mild steel wire not less than 0.9 mm dia (or) fixing with galavanised steel staples (or) welded to steel members etc omplete all as specified & as directed

S&F Framed work Fe-290 (Gde E-165) as in doors or gates of angle or other section with gusset plates, rails,braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete including sliding door bolt and hinges complete all as apecified and as directed.

S & F Butt hinges, heavy weight, cold rolled mild steel, 125 mm size, steel fixed complete all as specified and as directed.

M&L reinforced cement concrete type B1, 1:2:4 (20mm graded aggt) in lintels upto 1.5m clear span, seismic and other similar bands ,bressumers,copings, beanching and the like including weatherings, slightly rounded or chamfered andgles, throating and formwork as directed

M & L for mild steel TMT Bars 10mm dia and over cut to length, bend to shape required, incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and incl MS wire (Annealed) not less than 0.9mm dia or securing with clips complete all as specified.

All as per serial item No. 17 here in before but 5mm dia & over upto and including 10mm dia in stirrups, spacers and binders, -ditto-

M&L for 75 mm thick plain cement concrete C-1, 1:3:6 (using 20mm graded crushed stone aggregate) as in plinth protection finished fair and even without using extra cement complete all as spd & directed. Note:- The plinth protection shall be laid in pannels and length of the each panel shall not be more than 2.00 mtr all as directed. 6mm joints filled with 85/25 grade bitumen and sand (1:3 ratio) shall be provided. No deduction for joints shall be made while making payment against the above item.

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out hard/dense soil.

Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface

Material and labour Coloured chequred cement conc tiles (25cm x 25cm x 22mm thick) in grey cement and with pigment in floors etc , set and jointed in neat cement slurry, over and including 15mm thick screed bed in cement mortar 1:4 complete all as specified.

M& L for Providing, cement concrete type B1 1:2:4 (20 mm graded aggregate) in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified

S & F 900mmx750mm Kitchen plate rack made out of 1mm thick sheet, stainless steel with steel shelves and hanging arrangement for utencil complete all as specified and directed. Make:- Blue Star / Nirali/Diamond/Neelkanth.

S & F 2nd class HW plain fillets, square, rectangular, or triangular in section, wrought, screwed with nails or brads sectional area exc. 13 Sqcm but not exc. 25 Sqcm complete all as specified.

S & F 30mm thick 2nd class hardwood glazed and skeleton shutters, open rebated and prepared to receive glass, gauge, etc. divided into squares, with plain, chamfered or rounded, mitred and rebated sash bars, any numbers, for securing glass, etc.; sizes of members of shutters as specified in SSR Part I, Section 8, clause 8.24 (b); fitted to chowkats , windows, ventilators etc. are provided with stiles and rails as specified in SSR Part I, Section 8 clause 8.24 (b) complete all as specified and as directed by the Engineer-in-Charge

M&L cutting holes in brick walls,exc half brick but n.exc one brick as in cemnet mortar for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1,etc complete as specififed.

Mild Steel works as in bends straps, hold fasts etc, conforming to IS-206202006 (Fe-290), embedded portion duly painted with bituminious paint and sanded, complete all as specified.

S & Fixed galvanized mild steel wire cloth 0.56mm fixed nominal dai of wire and avrg widh of aperature 1.18mm and fixed with tinned tacks or galvanised wire staple complete all as spd.

M&L preparation of new or previourly untreated surface of wood or board materials of any description not otherwise described over 10cm in or girth & appyling two coats of synthetic enamal paint over a coat of pink primer complete all as spd .

S & F Mild steel butt hinges medium weight , clod rolled, 100mm, ISI marked, complete all as spd .

M&L barrel tower bolts aluminium anodised exlruded section of size 125mm mm complete all as spd .

S&F aluminium fabricated type extruded handles of size 125 mm complete all as spd .

S&F mild steel framed work as in grills,guard bars etc. with ends of bars shouldered/welded and/or riveted and other simillar works confirming to Fe410-0 or Fe310-0 complete all as spfd.

R. P. Suppliers and Construction Co.

Rajesh Agencies