Certain repairs to footpath, area drainage, fencing boundary wall and garbage bin at Military Station Abohar

Amount

Demolition of brick work built in cement mortar including all quoins, arches, pillars etc .Complete all as specified and directed

M&L for Brick work using fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

Lobour only for Brick work built in CM (1:6) with subclass 'B' bricks, straight or curved on plan exceeding 6m mean radius with Reusing the old bricks obtained from item no 1 .

M&L for Brick work using old size burnt clay bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

Taking down cement plaster on brick or concrete surfaces including raking out joints, hacking for keys, scrubbing down with water etc to receive new plaster .

M&L rendering 15 mm thick in CM 1:4 with water proofing compound on fair face of brick or concrete surface,finished even and smooth without using extra cement complete . Note:- water proofing compound shall be paid separately.

M&L for Flush pointing on brick wall in CM 1:4 including racking out joints completed all as specified and directed by Engr-in -charge.

Supply only integral waterproofing compound

M&L for two coat of cement base paint over a coat of alkali resistant cement primer on newly plastered surface including preparation of undecorated surface complete all as specified and as directed by Eng-in-Charge.

M & L applying one coat of cement base paint on old decorated plastered surfaces of walls including preparation of surfaces by washing, rubbing down and stopping of painted surfaces complete all as specified and directed by Engineer - in – Charge

Demolition of cement concrete reinforced in floors / pavings, (below or above ground level) and of any description and in any position not otherwise specifically provided for all as specified and directed by Engineer - in - Charge .

M&L for RCC Nominal Mix Type B1 1:2:4 (20mm graded aggregate) as in slabs supported on walls,beams and columns in floors,roofs,landings,balconies canopies ,deck slabs and shelves and like complete all as specified .

M & L mild steel TMT bars 10mm dia or over cut to length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia all as in column, beam etc .

M&L for Formwork to soffits of suspended slabs, such as roof slabs, floor slabs landing and similar work not exceeding 200mm thick (Horizontal & sloping) fair finished surfaces (Note- Steel props to be use).

Dismantling mild steel work of any description. Complete all as specified and directed by Engr-in-Charge

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in & raming earth/ broken rubble mixed with earth around, in layers n. exc. 25cm, watering, & removing surplus soil to a distance n exc 50m & making good surface in soft/loose soil.

M & L for PCC 1:3:6 Type C2 (using 40mm graded stone aggregate) as in foundations,filling and mass concrete

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 including embeding in concrete and screwing etc. wind ties for roof including securing bolts;posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 ®

S&F of 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 by Engr-in-Charge

Mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes. Inculding welding complete all as specified and directed by Engr-in-Charge

M & L for Framed work such as angles ,grills,gratings, etc with ends of bars shouldered and/or riveted,nut bolts or forged into spikes; framed guard bars; barred iron doors; ladders; Framed balusters; walk ways; railings; framework of water tanks and similar work etc.all as specified and directed by Eng-in-charge.

S&F in repair Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings & straining & fixing to any type of standard rails straining bolts, including, securing or tying at crossings with & provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)

M & L providing two coats of synthetic enamel paint over new surface and a coat of red oxide primer on steel surfaces including preparation of surface of any description not exceeding 10 cm width or girth all as specified .

M & L for preparation of old painted steel surfaces of any description over 10 cm width or girth not otherwise described and applying one coat of synthetic enamel paint all as specified and directed by Engineer - in - Charge .

M&L Demolition of Cement Concrete of any description and in any position not oherwise specifically provided complete all as specified and directed by Engr-in-Charge

M &L Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level)

M&L for 40 mm thick PCC (1:2:4) type C2 (using 20mm graded stone aggregate) as in floor finishing even and smooth without using extra cement complete all as specified .

Forming Contraction (Dummy) joints 40mm deep x 10mm wide, filled with sealing compound grade A.complete all as specified and directed by Engr-in-Charge

M&L for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundation, filling , mass concrete complete all as specified .

M&L for PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in surface channels and drains complete all as specified .

M&L for PCC (1:2:4) type B0 (using 12.5mm graded stone aggregate) as in coping, bed blocks for embeddings MS angle iron etc all as specified .

M & L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade complete all as specified and directed by Engr-in-Charge

M&L for Sand filling under floors or in foundations including watering and consolidation A.complete all as specified and directed by Engr-in-Charge

Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc.

M & L for chequered cement concrete tiles of size 25cm x 25cm x 25mm thick with grey cement & pigment laid in floors, set and jointed in neat cement slurry and pointed with grey cement and pigment to match the shade of tiles over and including 15 mm thick screed bed or bedding layer of cement mortar (1:6) over complete all as specified and directed by Engineer-in-Charge.

M & L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line,level and curvature ,jointed with cement mortar 1:3(1 cement:3 Coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm)including making drainage opening wherever required complete all as specified & directed by Eng-in-charge.

M&L for providing precast cement concrete louvers and jallies 40mm thick type B0 1:2:4(12.5 mm graded aggregate) as in Jafri wall set in cement mortar 1:4 including all mouldings but excluding frame complete all as specified and directed by Engr-in-Charge.

Dismantling Asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings

S&F pre -painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.5 mm thick of an colour having tensile stength of 550 Mpa as in roof covering / clading to wall , fixed with self tapping screw as specified .

S&F pre -painted galvalume Aluminium sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding/ridges /RCC pillar /masonary wall etc and fixed with self tapping screws/bolts as specified and directed by Eng-in-charge

S & F Plain, Aluminium sheeting0.50mm thick, Alloy 31000 H4 in ridges, hips, valley gutter, drip and straight flashing (length and girth as fixed) including taking down existing old as specified and directed by Eng-in-charge

Disconnecting existing tanks of (exc 500 &1000 litres in capacity), setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position. (Cleaning repairing, etc. measured separately)

Cleaning and removing all scale and dirt etc from tanks and from mouths of circulated pipes etc for exc 500 &n exc 1000 ltr capacity tank including writing of date of cleaning.

Dismantling water tanks and removing to store of exc 250 nexc 500 ltr capacity

Dismantling water tanks and removing to store of exc 500 nexc 1000 ltr capacity

S & F rotational moulded polythene three layered white coloured water storage tank (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR part I of capacity 500 Litres all as specified and directed by Engineer - in - Charge .

S & F rotational moulded polythene three layered white coloured water storage tank (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR part I of capacity 1000 Litres all as specified and directed by Engineer - in - Charge .

S&F in repair 20 mm Ball valves high pressure of PTMT with epoxy coat ed Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (Minimum weight 2 0mm-210gms)

Fixing only in repair 20 mm Ball valves high pressure of PTMT with epoxy coat ed Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (Minimum weight 2 0mm-210gms)

Demolition and breaking up 200mm bore drain pipes, salt glazed ware or AC pipe set in cement mortar and taking out from trenches all as specified and directed by Engineer - in – Charge.

Demolition and breaking upto 150mm bore drain pipes, salt glazed ware or AC pipe set in cement mortar and taking out from trenches all as specified and directed by Engineer - in – Charge.

Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth, for foundations etc or manholes, cesspits, pipes and cables etc. not exc 10 Sqm on plan and getting out in soft / loose soil all as specified and directed by Engineer - in - Charge.

All as per above item here in before but exceeding 1.5m and not exceeding 3m in depth all as specified and directed by Engineer - in – Charge.

Reinforced concrete pipes 200 mm bore class NP-3, laid and jointed complete with collars, all as specified and directed by Engineer - in - Charge.

Reinforced concrete pipes 150 mm bore class NP-3, laid and jointed complete with collars, all as specified and directed by Engineer - in - Charge.

M&L preparing surface of Concrete surface new on any description not other wise described over 10cm width or grith and applying two coat of synthetic enamel paint over a coat of primer .

M&L preparing surface of old Concrete surface on any description not other wise described over 10cm width or grith and applying two coat of synthetic enamel paint over a coat of primer .

SHRI SHYAM CONSTRUCTION CO.

M/s Verma Construction Company

M/s GURFATEH BUILDERS

A R CONSTRUCTION COMPANY