SPECIAL REPAIR TO BUILT IN FRUNITURE STEEL LOCKER IN ATR TTR RECT LINE ARMY AD CENTRE INCLUDING SPECIAL REPAIR TO SEWAGE LINE NEAR RECT LINE INCLUDING OTHER ALLIED WORKS AT GMS UNDER GE I GOS

Amount

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m depth in any type of soil etc complete all as specified and directed.

Excavation in trenches not exceeding 1.5m wide for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 Sqm on plan and exceeding 1.5 m but not exceeding 3.0 m depth in any type of soil etc complete all as specified and directed

Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor for 150 mm internal dia of pipe complete all as specified and directed.

Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor for 200 mm internal dia of pipe complete all as specified and directed.

Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor for 300 mm internal dia of pipe complete all as specified and directed.

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

M&L for salt glazed stoneware (SGSW) drain pipes laid in trenches of 150 mm internal diameter of pipe and jointed in CM 1:1 complete all as specified and directed.

M&L for salt glazed stoneware (SGSW) drain pipes laid in trenches of 200 mm internal diameter of pipe and jointed in CM 1:1 complete all as specified and directed.

M&L for salt glazed stoneware (SGSW) drain pipes laid in trenches of 300 mm internal diameter of pipe and jointed in CM 1:1 complete all as specified and directed.

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 150 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 200 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 300 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.

M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1 smooth finished ,and reforming benching as required for 150 mm internal dia of pipe complete all as specified and directed.

Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in any type of soil etc complete all as specified and directed

Removal of excavated materials not exceeding 50 m and depositing where directed at a level n. exc 1.5 m above the starting point complete all as specified and directed

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for and removal of rubbish from site complete all as specified and directed.

M&L for Precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and set in CM 1:4 complete all as specified and directed.

Mild Steel TMT bar 6 to 8 mm dia cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

Demolition of cement concrete un reinforced in ground floor and paving n exc 15cm thick (below or above ground level) complete all as specified and directed.

Cutting of bituminous road to the width and depth required for laying SWG pipe or sewage line including hacking , benching and including making good to top surface of road with bitumen & aggregate as per road specification complete all as specified and directed.

S&F in repair NP2 pipe laid and joineted ,with coller 200 mm dia complete all as specified and directed.

Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed.

M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in lintels upto 1.5 m clear span, coping, benching, bed block, lintel band, plinth courses etc and similar work including weathering,slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed.

M&L 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.

M&L for 15mm thick rendering on fair faces of brick work or concrete surface of wall in CM 1:4 and to be finished even and smooth with out using extra cement complete all as specified and directed

M&L for 15mm thick rendering on fair faces of brick work or concrete surface of wall in CM 1:6 and to be finished even and smooth with out using extra cement complete all as specified and directed

M&L for preparation of newly plastered surfaces of walls and applying three coat of white wash complete all as specified and directed.

M&L reinforced cement concrete (nominal mix) 1:2:4 type B1 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 flat 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 reinforced cement concrete (nominal mix) 1:2:4 type B1 using 20 mm graded stone aggregate as inColumns, pillars, piers, posts and struts complete all as specified and directed

Formwork to Square,rectangular or polygonal rough surface of concrete of sides of pillars, posts, struts, piers, columns and stanchions etc complete all as specified and directed.

M&L reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed

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

S&F 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 0.9mm dia or securing with clips complete all as specified and directed.

S&F Mild steel TMT bars 5 mm dia and over, cut to length, spacers and binders and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips omplete all as specified and directed.

S&F rolled mild steel section in framed work 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 and hanging of grade Fe- 290 (Gde E-165) complete all as specified and directed.

M&L Painting to steel surfaces of any description over 10 cm in width or girth with two coats of synthetic enamel paint over a coat of Red oxide or Zinc chrome incl preparation of surfaces

M&L for broken glass coping on top of walls and set in CM (1:3) complete all as specified and directed.

M & L for angle iron posts or struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc. incl embedding in concreate including all necessary drilling, bolting or riveting, etc. and similar work confirming to Fe-290 Gde E-165 complete all as specified and directed.

S & F in repair galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm barbs at 100mm spacing complete all as specified and directed.

M&L preparation of surfaces and applying two coats of cement base paint on fencing post, complete all as specified and directed.

M&L for glazed ceramic coloured tiles 350 x 250 x 7 mm / 450 x 350 x 7 mm thick on vertical surface such as dado / skirting / risers to steps etc jointed in neat cement slurry and pointed in white or coloured cement to match surface of tiles over and including rendering 10 mm thick in cement mortor 1:4 complete all as specified and directed. Note- (i) The size of tiles (except thickness) may be varied during execution without any price adjustment.

S & F in repairs base leg as per existing shape and size all as per drg or directed by Engineer-in-charge.

All as per item No 43 above but shelves

All as per item No 43 above but shutters

All as per item No 43 above but base and top sheet

All as per item No 43 above but back sheet

All as per item No 43 above but side sheet

S & F in repairs CP handle as per sample as directed by Engineer-in-Charge.

S & F in repairs Hasp and staples, of steel 100mm as per sample as directed by Engineer-in-Charge.

All as per item No 50 above but bow handle

S & F in repairs door as per sample as directed by engineer-incharge.

S & F in repairs center partiation sheet as per sample as directed by Engineer-in-Charge.

M & L for welding to damaged/decayed steel frame with arc welding as per std workmanship as directed by Engineer-in-Charge.

M & L for spray painting with one coat of synthetic enamel paint OG as per drg as directed by Engineer-in-Charge.

Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed.

M&L flush pointing to brick wall in cm 1:4 complete all as specified and directed.

S&F mild steel framed work such as grills, gratings etc with ends of bars shouldered and / or riveted or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walkways, railings,frame work of watertanks and similar work conforming to Fe -290 Gde E-165 complete all as specified and directed.

M&L Hard core of gauge n.exc 63 mm, deposited, spread, levelled in layers not exc 15 cm thick, watered and well rammed to a true surface complete all as specified and directed.

M&L for 100 mm thick Cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and directed.

M&L for sand cushioning including spreading in layers and rolled consolidated to thickness of 50mm (minimum) for receiving precast PCC interlocking blocks complete all as specified and directed

S&F machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and no pigment complete all as specified and directed.

M&L 75 mm thick PCC 1:3:6, type C-2 using 40 mm graded stone aggregate as in plinth protection, surfaces finished even and smooth with out using extra cement all as specified.

Preparation of newly plastered surface of walls and applying two coats colour wash over three coat of white wash complete all as specified and directed.

M&L plain Cement concrete 1:3:6 type C-2 using 40 mm graded crushed stone aggreates 100 mm thick as in flooring finished even and fair etc complete all as specified and directed.

HARAGOURI SUPPLIERS

M/s Ats Electricals

G.KRISHNA MURTHY AND PARTNERS

M/S. KISHAN ENGINEERING

M/S SIWALIK AND CO

M/S JAGANNATH SASMAL

M/s MAA BHAIRABI ENTERPRISES