8642/E8

Amount

Surface excavation nexc 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil all as specified and directed.

Excavation in trenches, n exc 1.5 m wide and n exc 1.5m in depth, for foundation etc or for shafts, wells, cesspits, manholes etc nexc 10 Sqm on plan and nexc 1.5 m in depth and getting out in hard / dense soil all as specified and directed..

Exc in trenches, n exc 1.5 m wide and n exc 1.5m in depth, for foundation etc or for shafts, wells, cesspits, manholes etc n exc 10 Sqm on plan and n exc 1.5 m in depth and getting out Hard Rock.

M&L for plain cement concrete 1:4:8 type D 2 , (Using 40mm graded stone aggregate) in foundation ,footing etc complete all as specified and directed.

M&L for 100mm thick Hardcore of broken stone or boulders of gauge n exc 63mm, deposited , spread and levelled in layers n exc 15 cm thick, water and rammed to a true surface complete all as specified and directed.

M&L for PCC type C-1, 1:3:6 (using 20 mm graded crushed stone aggregates) as in plinth protection; 75 mm thick; finished even and smooth without using extra cement complete all as specified and directed.

M&L cement concrete type C-1, 1:3:6 ( using 20 mm graded crushed stone aggregates) as in surface channel and drain complete all as specified and directed.

M&L for providing cement concrete type B1 1:2:4 (20 mm graded stone aggregate) in lintels upto 1.5m clear span , cill, steps, seismic and other similar bands, plinth courses, coping etc as directed by Engr-in -Charge.

M&L for 100 mm thick cement concrete 1:4:8 type D 2 , (Using 40mm graded stone aggregate) in sub base of floor etc complete all as specified and directed.

M&L for Prepolished chequered cement concrete tiles 30cmx30cmx25mm thick, set, jointed and pointed and in need cement slurry in floor with grey cement and pigment and including over screed bed or bedding layer of mortar 20 mm thick laying floor finished in cement mortor 1:6 complete all as specified and directed.

M&L for precast cement concrete type C1, 1:3:6 (using 20 mm graded crushed stone aggregate as in solid building blocks, exc. 10 cm in width and setting with 15mm thick screed bed in CM (1:6) complete all as specified and directed.

M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces with CM 1:6 finished even and smooth without using extra cement in internal surfaces complete all as specified and directed.

M&L rendering 15 mm thick on other than fair faces of brick work or concrete surfaces with CM (1:4) finished even and smooth without using extra cement in external surfaces complete all as specified and directed.

M&L for preparation of newly plastered wall surfaces and applying two coats of oil emulsion distemper over a coat of 3 mm thick wall care putty complete all as specified and as directed.

M&L for preparation of newly plastered wall surfaces and applying two coats of cement base paint over a coat of suitable primer complete all as specified and as directed.

M&L for RCC M-25 design mix( using 20 mm graded stone aggregate) as 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-25 design mix( using 20 mm graded stone aggregate) as in columns, pillars 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, finshed flat rough finished surfaces etc.complete all as specified and directed.

M&L for Formwork to sides of pillars , posts, columns, finshed flat rough finished surfaces etc.complete all as specified and directed.

S&F for ERW or Induction butt weld M.S. tube black conforming to IS 1161-1979 grade Yst 240 as in post including fabrication and erection and fixed in position complete all as specified and directed.

S&F for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240)complete all as specified and directed.

S&F for rolled mild steel Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirming to Fe-410-W (Gde E-250,quality- A)complete all as specified and directed.

S&F Rolled mild steel in framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc complete drilled for fixing 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 sheetig or other covering, running rails and guides) and hanging also fastening and fixing complete

S&F hand rails,half round or other steel section or core for wooden hand rail straight portion, drilled and countersunk for balusters running bars , for doors, balusters, nosing to steps incl embeding in concrete and screwing etc, wind ties for roof incl securing bolts, posts and struts in fencing incl cutting tops to shape as directed, drilling holes, notching for wire etc, flat iron fillets (for securing wire mesh etc) incl all necessary drilling bolting or riveting and welding wks etc and similar work conforming to Fe 290 Gde E-165.

S&F 1.0 mm thick, MS , plain, black sheet in wall cladding, Steel gates and similar work, cut to size hole punched, incl round headed screws, clout nails or rivets and fixed to wood, or steel framing with plain 40mm lap joints with riveted or welded seams, incl bending or turning up, mitred angles etc all specified and directed.

S&F Expended metal weight n exc 4 Kg/ Sqm, cut to length , bent to shape required and tying with and incl annealed MS wire not less than 0.9mm dia of fixing with galvanised steel staples and S&F complete to wood or steel members complete all as specified and directed.

S&F for 16 to 20 mm dia mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 22.5cm and n exc 30cm long complete all as specified and directed.

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

S&F for Pre-painted galvalume aluminum zinc coating GI based corrugated 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 as specified and as directed.

S&F for 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 as specified complete all as specifed and directed.

M&L for 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 the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

Ditto- as per Item No. 31 here-in-before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed.

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

S&F for butt hinges medium weight cold rolled mild steel 100mm complete all as specifed and directed.

S&F for 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 and fixed complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm with hard/dense soil

Removing excavated soil n exc 50m and depositing where directed at a level n exc 1.5m above the starting point

M&L for 150mm cement concrete work in pavement/ hardstanding of flexural strength 40 Kg/Sqcm in field using min 400 kg of cement / cum complete all as specified and directed

aditya construction

Prem singh kuwarbi and co