CA No CWE/BLY/GE (W)/52 of 2025-26PROVISION OF SQUAD POST AT JAT REGIMENTAL CENTRE BAREILLY CANTT UNDER GE (WEST) BAREILLY

Construction of toilet block at short range site complete all as specified and as shown of drawing

Construction of toilet block at IT area site complete all as specified and as shown of drawing

Construction of toilet block at Mooltan Coy TRG Ground site complete all as specified and as shown of drawing

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out soft/loose soil complete all as specified and directed.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes,in soft/loose soil n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/ loose soil complete all as specified and directed.

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

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

Removing excavated material (soil) 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 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.

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, rough finished surfaces of 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, piers, posts and struts complete all as specified and directed.

Formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

M&L for Mild steel bars 5 mm dia and over upto and including 10mm dia stirrups, spacers and binders cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and bindingwith and including mild steel wire(annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

M&L for brickwork with fly ash old size bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and directed.

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

S&F rolled mild steel steel work in tubular trusses etc including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS.1161- 1979 grade St.-240 including a coat of zinc chrome primer before fabrication complete all as specified and directed.

M&L for rolled mild steel plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases. splices, angle brackets, cleats and other connections. conforming to FE-410-W (Gde-E-250) quality -A or IS.1161- 1979 grade St.-240 complete all as specified and directed.

S&F mild steel bolts. purpose made with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut. Exc 30cm long diameter of neck exc 12 mm but n 20 mm complete all as specified and directed.

M&L for pre-painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.

M&L for pre-painted galvatume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof ridge to wall, fixed with self tapping screws complete all as specified and directed.

M&L for broken stone or boulder 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 complete all as specified and directed.

S&F for 100 mm thick PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in sub base of floor etc complete all as specified and directed.

M&L for machine cut kota stone slab flooring 20-25mm thick over cement screed base 15 mm thick in CM 1:6 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 granite (of any type) tiles 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete all as specified and directed.

M&L for 75 mm thick PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) and finishing surface even and smooth without using extra cement as in plinth protection etc complete all as specified and directed.

M&L for preparation of newly plastered surfaces of walls and applying two coats of cement base paint over one coat of alkali resistant primer complete all as specified and directed.

M&L for preparation of new steel and iron surfaces of any description over 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.

SCHEDULE A PART II (INTERNAL WATER SUPPLY) for details refer Sch A in pdf folder

SCHEDULE A PART III A (INTERNAL ELECTRIC SUPPLY) for details refer pdf folder

S&F 9 watt LED bulb, 230 volt, 50 Hz complete all as specified and directed.

SCHEDULE A PART IV (EXTERNAL WATER SUPPLY) for details refer pdf folder

SCHEDULE A PART V A (EXTERNAL ELECTRIFICATION) for details refer pdf folder

Cutting of floor/ wall/road/ footpath for removal of LT U/G cable of any size/ description and making good the same as per existing specification after relaying the same or new cable complete all as specified and directed.

SCHEDULE A PART VI (ROAD/ PATH/ CULVERT) for details refer pdf folder

SCHEDULE A PART VII A (SEWAGE DISPOSAL) for details refer pdf folder

M&L for construction of Septic Tank for 25 users including necessary earth work in excavation in any type of Soil, plain cement concrete 1:2:4 type B2 (using 40 mm graded crushed stone aggregate) as in foundation , brick work in cement mortar 1:4, RCC M-25 (design mix) as in slab cover including pre cast man hole cover slab having 8 mm dia TMT bar reinforcement @ 75 mm c/c & 6 mm thick mild steel plate embedded all around of cover slab, 15 mm thick plaster in cement sand mortar in 1:4 on wall, vent shaft, sludge chamber, formwork to sides and soffits, 150 mm dia SGSW pipe of type SP 1as per IS as inlet & outlet pipes upto 3 m from outer face of wall, CI vent pipe, sludge chamber, RCC baffle wall, returning filling & removal etc, complete all as shown on drawings & as specified. Drg No : HQ CE LKO Zone Drg No.- TD/217 Sht No - 1/1 to 1/2 dated 25/11/1968 Revised on 07/03/2003.

M&L for construction of soakage well for 2.40 m dia (internal dia) & 3 m effective depth including necessary excavation in earthwork in any type of soil, plain cement concrete 1:3:6 type C2 (using 40 mm graded crushed stone aggregate) as in foundation, brickwork in cement moratar 1:4 in wall & honey combed brick wall, RCC M-25 (design mix) as in slab cover including precast cover slab having 8 mm dia TMT bar reinforced, plain cement concrete band and dwarf wall, formwork to sides and soffits of RCC slab & filling with brick bats loose filling complete all as specified and shown in drawings. Drg No : HQ CE LKO Zone Drg No.- TD/576 Sht No - 1/1 to 1/2 dated 16/06/1989.

SCHEDULE A PART VIII (SITE CLEARANCE) for details refer pdf folder