ADDN/ALTN TO REAR GATE AND CONNECTED WORKS OF 12ASC, PROVISION OF VITRIFIED TILES IN OMQS AT ORC (PH-III), AND SPECIAL REPAIRS TO SEWGE LINES (OMQ BLOCK NO. 1 TO 10) AT ORC AT AFS BEGUMPET UNDER GE (AF) HAKIMPET

Amount

Dismantling Asbestos cement (corrugated, semi corrugated, etc.) sheets in roof coverings complete all as specified and directed.

Demolition of RCC as in roofs/chajjas and similar suspended work and removed debris after seperating reinforced upto distance exc 150 m and n.exc 200 m all as directed.

Demoliton of cement concrete not exe 15cm thickness in ground/1st floors including floor tile complete including removal of debries to a distance exe. 150 m and not exe. 200 all as specified and directed.

Dismantling wrought iron or mild steel work of any description not otherwise provided for

Demolition of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles.

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

Excavating in post holes (or similar holes) each n-exc 0.50cum and getting out in loose /soft soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layer not exc 25cm, watering, and removing surplus soil to a distance nexc 50m and making good surface

M & L for PCC (1:4:8) type D-2 using40mm graded stone aggregate in foundation/filling and mass concrete.

S&F prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering / cladding to wall / as window chajja, fixed with shelf tapping screws inlcuding plain galvalume sheet bent to required shape as required on ground as specified and directed by Engineer-in-charge complete

S&F prepainted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering / cladding to wall / as window chajja, fixed with shelf tapping screws inlcuding plain galvalume sheet bent to required shape as required on ground as specified and directed by Engineer-in-charge complete

M & L steel work in tubular trusses including special shape washer etc complete using ERW or induction butt welded tube confirm to IS 1161-1929 grade .

M&L preparation of new or previously untreated surfaces of steel of any description over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of a red oxide zinc primer.

M&L for hard core of broken stone or boulders of gauge exe 63 mm deposited spread and leveled in layers not exe 15cm thick watered and rammed to a true surface.

M & L for PCC 75mm thick (1:4:8) type D-2 using 40mm graded stone aggregate as in sub base for flooring over 150mm thick hard core (hard core will be measured and paid separetely).

M& L for 75mm thick PCC 1:2:4 type B-2 (Using 40mm graded crushed stone aggregate ) for flooring laid in bays complete all as specified and directed.

M&L for forming contraction (Dummy) joints 75mm deep x 10mm wide, filled with sealing compound Grade 'B'.

Reinforced concrete pipes 300mm bore, class NP3, laid and jointed complete with collars.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in soft / loose soil for PCC kerbs of fencing complete

M&L for TMT bar 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

-Ditto- as above but 8mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete

M&L for formwork to flat rough finished 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

M&L for formwork to flat rough finished sides of pillars, posts, struts, piers, columns, and stanchions complete

M&L for reinforced cement concrete 1:1.5:3 as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete

M&L for reinforced cement concrete 1:1.5:3 as in columns, pillars, piers, posts and struts complete

M&L for 100mm thick cement concrete type B-2, 1:2:4 (40mm graded aggregate) as in floor and finishing concrete surface even and smooth without using extra cement complete

S&F ball bearing for steel gate to be fixed with CI wheels and hinges for easy movement complete

S&F T-Bars track inclding it's fixing lugs and stiffeners including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 410-0 or Fe 310-0 complete

S&F for large hasps and staples, hand made sliding bolts, clamps, hold fasts, wind ties and similar small articles conforming to Fe410-0 or Fe 310-0 complete

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; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165

S&F cast iron wheels for steel gates including it's fitting and necessary parts as required to fix in position complete

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

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

M&L for Precast Cement Concrete block masonry with solid blocks type C1, 1:3:6(using 20mm graded aggregate) exc 10 cm in width and setting in Cement mortor 1:4 complete all as specified.

M & L rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces and finishing surfaces even and smooth without using extra cement.

M&L for preparing new plastered surfaces of walls and applying two coats of cement base paint over a coat of primer.

M & L for rendering bed or bedding layer of mortar 10 mm thick for laying wall finishes in cement mortar 1:4

20mm thick Granite (of any type) tiles machine cut, in skirting/ dado laid over cement screed 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

Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil using mechanical means and removing soil upto 50 mm and depositing outside MOD land all as directed.

Rolling and consolidating formation surfaces in cutting or filling with 8 to 10 T Roller incl watering, If required, filling in hollows and depressions, forming the required level, gradient or camber keeping roller wheel wet all as directed by Engr-In-Charge

M&L for soling (or GSB Granular Sub Base) 150 mm spread thickness with broken boulders or quarried stone Interstices filled, surface formed and rolled and consolidated to required gradient & camber

M&L 150mm thick compacted thickness WBM in two layers 75mm thick each with coarse aggregate of grading 2( 63 to 40mm size) spread rolled and consolidated to required gradient and camber.

Preparaing unsurfaced WBM surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. all as specified.

Applying evenly a primary with bitumen emulsion at 6 Kg/ 10 Sqm

M & L for laying Bituminous premix asphaltic semi dense concrete 40mm consolidiate thickness with 5.5% binder content paving bitumin any peneteration by weight of total mix rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and rolled with 8 to 12 tonne power roller, complete all as specified and as directed.

M&L for road marking as per IRC35 minimum thickness of 1.0mm with hot applied thermo plastic compound with reflectorising glass beads, painting lines, dashes, arrows, letters etc on roads, pavements and the like, n.exc 10cm wide, with white or golden yellow colour including preparing the surface complete all as specified and as directed by Engineer-in-Charge.

Supply 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 5 mm), including making drainage opening wherever required complete.

Demolition of concrete in ground floor and paving nexc 15cm thickness (below or above ground level) and removed debris outside MD land

M & L for 25mm thick PCC 1:2:4 type B1 using 20mm graded stone aggregate as sub base/levelling concrete complete all as specified

M & L for 15 mm thick Screed bed or bedding layer of cement mortar 1:6 for laying floor finishes

M & L Virified Ceramic tiles 10 mm thick (square/ rectangular) of light shade polished, area of each tiles not exceeding 0.36 sqm, in floors/skirting etc. set and jointed in neat cement slurry and ointed in white or coloured cement to match

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing rubbish ouside MD land all as directed.

M&L for 10mm thick rendering in CM 1:4 on brick or concrete surfaces as in backing coat to receive tile finish as in skirting and dados

M&L for preparing old distempered surfaces of wall, by washing, rubbing down, stopping and applying one coat of distemper oil emulsion of any color alla s specified and as sirected.

Demolition of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles.

Demolition of plain cement cement concrete/terrazo tiles with cement mortor bedding in ground floors and pavings n.exc 15 cm thickness (below or above ground level) and removed debris ouside MD land.

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, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard dense soil.

Demolition and breaking up drain pipes 100mm dia (salt glazed ware, AC or reinforced concrete) set in cement mortar including concrete bedding and haunching including removal of debris to out side the MD land complete all as specified and as directed.

Demolition and breaking up drain pipes 150mm dia (salt glazed ware, AC or reinforced concrete) set in cement mortar including concrete bedding and haunching including removal of debris to out side the MD land complete all as specified and as directed.

Demolition and breaking up drain pipes 200mm dia (salt glazed ware, AC or reinforced concrete) set in cement mortar including concrete bedding and haunching including removal of debris to out side the MD land complete all as specified and as directed.

M&L for concrete bed to drain pipes 100mm dia including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8, type D-2 complete all as specified and directed.

M&L for concrete bed to drain pipes 150mm dia including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8, type D-2 complete all as specified and directed.

M&L for concrete bed to drain pipes 200mm dia including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8, type D-2 complete all as specified and directed.

M&L for salt glazed stone ware drain pipe grade 'A' of 100mm internal dia laid in trenches and jointed in cement mortar 1:1 complete all as specified and as directed.

M&L for reinforced concrete pipes of dia 150mm, class NP3 laid in trenches and jointed complete with collars complete all as specified and as directed.

M&L for reinforced concrete pipes of dia 200mm, class NP3 laid in trenches and jointed complete with collars complete all as specified and as directed.

M&L for Precast Cement Concrete block masonry with solid blocks type C1, 1:3:6(using 20mm graded aggregate) exc 10 cm in width and setting in Cement mortor 1:4 as in manhole etc., complete all as specified.

M& L providing Cement Concrete cast in situ type B1, 1:2:4 (using 20 mm graded aggregate) as in benching, copings etc incl necessary formwork and similar work complete all as specified and as directed.

M&L Plastering 15 mm thick on fair faces of brick work/block work or concrete surfaces in CM 1:4 finished even and smooth without using etrra cement mixed with water proofing compound complete all as specified and directed.. Note: WPC will be measured seperately

Supply only integral waterproofing compound

Demolition of Reinforced cement concrete of any description and in any position not otherwise specifically provided for and removal of debris outside MD land.

M&L for Precast reinforced cement concrete (1:2:4) type B1 (using 20 mm graded stone aggregate ) for manhole cover , septic tank covers slabs etc including necessary from work and set in CM (1:4). Note :- reinforcement will measured and paid seperately.

S&F salt glazed stone ware gully trap square or round of 150 x 150 mm square mounted type 'P' complete all as specified and as directed.

M&L 3 coats of White washing in on walls including preparation of surfaces on plastered or unplastered surfaces new complete.

K LAKSHMAN SINGH AND CO

M/S V PRATAP REDDY

M/S P.SWAROOP KUMAR

P VIJAY KUMAR

M/S DIVIJA BUILDERS

SURA INFRASTRUCTURE