GE 874/EWS-28/2024-25

Amount

Surface dressing n. exc 15 cm deep and getting out in soft /loose soil complete all as specified and directed.

Excavation in trenches exc 1.50mtr in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n exc 10 sqm on plan and getting out complete all as specified and directed.

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

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

M&L for PCC (1:4:8), type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specified and directed.

M&L for RCC (1:2:4) nominal mix as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.

M & L for RCC M-30 design mix (20 mm Graded aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.

M & L for RCC M-30 design mix (20 mm Graded aggregate) in Columns, pillars, piers, posts and struts concrete complete all as specified and directed.

Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed.

M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed.

M & L for use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed.

M&L for Mild steel TMT bars 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and directed.

M&L for Mild steel TMT bars 5mm dia and over and up to and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips. Gde-I IS 432 (part I) complete all as specified and directed.

M&L for brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 as in wall/septic tank/soakage well etc complete all as specified and directed.

M&L for rendering 15mm thick on fair faces of brick work, stone masonry or concrete surface, in cement mortar 1:4 finished the surface even and smooth without using extra cement complete all as specified and directed.

M&L for rendering 10mm thick on fair faces of brick work, stone masonry or concrete surface, in cement mortar 1:6 finished the surface even and smooth without using extra cement complete all as specified and directed.

Supply only liquid water proofing compound complete all as specified and directed.

M&L for preparation of new plaster surface of wall and applying three coat of white wash complete all as specified and directed.

M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.

M&L for hardcore of gauge n. exc. 63mm deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface of broken stone or boulders complete all as specified and directed.

M&L for 75 mm thick PCC (1:4:8) type D-2 (using 40 mm graded stone aggregates as in sub base to floor/path/ hardstanding etc. complete all as specified and directed.

M&L for 75 mm thick PCC 1:2:4 type C-2 (using 40 mm graded crushed stone aggregate) as in plinth protection and finished even and fair, complete all as specified and directed.

M&L for machine cut kota stone slab flooring 20-25mm thick over 15 mm cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed.

M&L for machine cut kota stone slab flooring 20-25mm thick over 15 mm cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed. and directed

S& F plywood, grade BWR type BB fixed with screw/ nails to timber frame of 9 mm thick for ceiling complete all as specified and directed.

S& F plain fillet, square, rectangular or triangular in section, clean sawn exc 16Sqcm sand not exc 25 Sqcm secured with nails complete all as specified and directed.

S&F pre painted galvalume aluminium zink coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550MPa as in roof covering/cladding to wall, fixed with self tapping screw including necessary scaffolding, any type, any location/height complete all as specified and directed.

S & F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws including necessary scaffolding, any type, any location/ height complete all as specified and directed.

M&L for mild steel roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections ) Fe -410-W(gde-E-250) Quality A including distance pieces, cleats etc. complete all as specified and directed.

M&L for rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates complete all as specified and directed.

M&L for applying two coats of synthetic enamel paint over a coat of red oxide primer including preparation of new steel surfaces of any description over 10cm width or girth not otherwise described complete all as specified and directed.

S&F second class hard wood plain, framed, panelled shutters 35mm thick (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers: supplied and fitted to chowkats sizes of members of shutters as specified in SSR Part I, Section 8, clause 8.24 (a); supplied and fitted to chowkats complete all as specified and directed.

M&L for second class soft wood 35 mm Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of members of shutters as specified in SSR Part I, Section 8, clause 8.24 (a); supplied and fitted to chowkats complete all as specified and directed.

M & L for applying two coats of synthetic enamel point over a coat of pink primer including preparation of new wooden surface exc 10 cm width or girths complete all as specified and directed.

S & F Mild Steel butt hinges 100 mm long medium weight complete all as specified and directed.

S & F Mild Steel butt hinges 75 mm long medium weight complete all as specified and directed.

S & F 150 Mild steel barrel tower bolts, stove enamelled black, with bright bolt complete all as specified and directed.

S & F 300 mm long Mild steel sliding door bolts, plate type, stove enamelled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate complete all as specified and directed.

S & F Mild steel pressed handles, 150mm oval type, stove enamelled black complete all as specified and directed.

S & F Mild steel pressed handles,100 mm oval type, stove enamelled black complete all as specified and directed.

M & L for second class soft wood plain, solid straight chowkhat and frames, wrought framed rebated on the solid rounded or chamfered, put together with glue penned and joints. complete all as specified and directed.

S&F sheet glass, ordinary quality 4mm thick plain and glazing with oil putty/ wooden beading in square n exc 0.5 sq. m in each pane complete all as specified and directed.

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in Hard/dese soil complete all as specified and directed.

S&F mild steel flats for screwing chain link fencing including securing bolts & similar work conforming to Fe -290 Gde E-165

S&F mild steel round bars 10mm dia and over, cut to length bent to shape required, including cranking, hooking ends and binding with mild steel (annealed) not less than 0.9mm dia. Confirming to Fe-410-W (Gde.E-250) quality-A or Fe290(Gde-E-165) complete all as specified and directed.

S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end screwed the other to be fitted with washers and one hexagonal or square nut length of bolt exc.5 cm but n exc 10 cm long & dia of neck 11 to 15 mm complete all as specified and directed.

S&F for MS galvanised 3.14 mm dia Chain link fencing including line wires mesh of size 100x100 mm, of standards, rails, straining bolts, etc including provision of binding wires etc complete all as specified and directed.

M&L for preparation of new steel surfaces n. exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

Supply and fix Voltage stabilizer for automatic operation, three phase, naturally oil cooled, indoor type & designed for input variation between 300 V to 480 V with output voltage stabilized at 415 with accuracy ± 2.5% and speed of correction 8 Volts per second and of capacity 400 KVA including oil and dehydration, testing of stabilizer after installation complete all as specified and directed.

M & L for earthing complete with galvanized steel earth plate electrode 60cmx60cmx 6 mm thick buried directly in ground (earth pit not less than 2.25 meters deep below ground level) with top edge of the plate not less than 1.5 meter below normal ground level connected to galvanized earth lead GI strip 25x4mm by means of bolts, nuts, check nuts and washer of galvanized iron or steel besides welding at all joints as shown in drawing and including excavation and earth work, GI pipe medium grade 40 mm bore for protection of GI strip and connected to continuous earth lead on pole/test point supply and laying charcoal dust common salt PCC 1:2:4 type B-1, chamber and MS angle iron frame 40x40x 3mm and RCC cover 40 mm thick(1:2:4) type B-1 using 20 mm graded stone aggregate reinforced with 6 mm dia round bars @ 75 mm c/c both ways with MS handle 12 mm dia PGI funnel and wire mesh, 20 mm dia GI pipe medium grade for watering all as shown in electrical plate No-3 on srl page No 497 of SSR Part I (2009) drawing and connection to earth test point including testing complete all as specified and directed. Note: - The cost of earth lead/strip and GI pipe for protection of earth lead/strip upto 7.5 M is included in the quoted rate.

Supply, laying with commissioning and testing XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, laid in trenches, passing through pipes, fixed on walls complete including connecting properly by means of thimbles of sizes 300 Sqm 3.5 core complete all as specified and directed.

Excavation in trenches beyond 1.5m wide and n. exc 3 m deep for foundation for poles/stay etc including getting out in any type of soil complete all as specified and directed.

M&L for sand cushioning to underground cables with a layer of sand 8 cm before laying the cable and 15 cm after laying the cable complete all as specified and directed.

M&L for Brick covering with equal to length of brick as mechanical protection to cable with well burnt sub class 'B' bricks laid as directed.

M&L for cement concrete in Bed of poles streets and stays 1:4:8 type D-2 using 40 mm graded crushed stone aggregate complete all as specified and directed.

M&L for cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in pole coping and stay assembly complete all as specified and directed.

M&L for cement concrete in foundation of poles streets and stays 1:3:6 type C-2 using 40 mm graded crushed stone aggregate complete all as specified and directed.

Supply, installing, testing and commissioning, factory made and tested (prototype having been CPRI type test certified), LT Panel, platform mounted, suitable for 415 volts 3 phase 4 wire, 50 Hz AC supply system, having bus bar chamber with insulated copper bus bars suitable Amps rating installed on porcelain insulators. The panel shall be dust and vermin proof, IP 65 class protection and made of 2 mm CRCA MS sheet and 40x40x6mm thick angle iron frame work, externally powder coated finish over one coat of red oxide primer outside and two coats of red oxide primer on inside, front opening type, with aprons for cable entry, with double door shutter and locking arrangement (including provision of 65mm Godrej (Freedom) lock with 2 keys, internal wiring 2.5 Sqmm with PVC insulated, solid copper conductor, FR-LS-H cables, IS-694 marked of adequate size including the provision of space to accommodate the under mentioned items. The scope of work includes the following:-

(a) Incoming

(i) MCCB 4 pole, 415 volts AC grade, 600 Amps rating and 40 KA rupturing capacity complete with microprocessor based OL protection - 01 No

(iv) Indicating lamps: ­­ 01 set of three

(b) Outgoing

(i) MCCB 4 pole, 415 volts AC grade, 250 Amps rating and 20 KA rupturing capacity complete with microprocessor-based OL protection - 04 No

(i) All out going feeders shall be connected by cable through suitable size gland plate / glands.

(ii) The various feeders shall be indicated by 50 mm size letters in synthetic enamel white paint.

Supply and erect steel tubular swaged poles ISI marked complete with cast iron base plate, final taper plug, bolts, nuts and screw drilling of holes for continuous GI earth wire as specified type 410-SP-55 (11 mtrs long) including applying two coats of aluminium paint over one coat of red oxide zinc chrome primer after preparation of surfaces. complete, all as specified and directed. (Note : Excavation, earth work and PCC shall be measured and paid separately).

Supply and Fixing Cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of one primer coat, one under coat and one finishing coat of paint complete all as specified and directed.

Supply and fixing of GI Tubing light grade of 80 mm nominal bore of pipe bottom of pole to Junction Box complete all as specified and directed.

M/S MOHD YOUSUF CONSTRUCTION CO

m/s mohd saleem and co

MOHAMMAD YOUSUF MIR

M/S MUNEER AHMAD WANI CONSTRUCTIONS

M/S VALLEY ENTERPRISES

M/S NORTHERN ELECTRICAL WORKS

D N ENTERPRISES

M/S MOHAMAD YOUSUF AKHOON AND SONS

M/S PARVEZ AHMAD LONE