REPAIRS/ REPLACEMENT TO SECURITY WALL, COMPOUND WALL AND FENCING AT AURANGABAD UNDER GE(S) AHMEDNAGAR

Amount

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

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

Dismantling structural steel work including doors, gates but excluding framed trusses complete all as specified and as directed.

Dismantling old wire mesh / chain link fencing any description complete all as specified and directed.

Demolition of stone slabs and tiles of any description or thickness in floors, aprons etc. laid, bedded and pointed in any mortar all as specified and as directed.

Taking down cement or cement lime plaster including racking out joints, hacking for key and scrubbing down with water etc. complete all as specified and as directed

Dismantling of posts or struts (wood, steel or RCC) embedded in concrete, brick work, masonry etc, any section including taking out embeded portion and making good disturbed ground complete all as specified and as directed.

Excavation in trenches, not exc. 1.5m wide and n.exc 1.5 m in depth, in soft/loose soil for foundation, laying pipes, for drains or manholes etc, n exc. 10 Sqm on plan and n.exc 1.5 m in depth and getting out including trimming sides and forming bottom surfaces to required level/slope etc complete all as specified and as directed.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25cm thick with soils all as specified and as directed.

Excavation in post holes in any type of soil each not exceeding 0.5 Cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding 50 m and making good surface all as specified and as directed.

Removing excavated soil to a distance exc 250 m and n exc 500 m, depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed.

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

M&L for PCC 1:3:6, type C2, using 40mm graded stone aggregate as in foundations filling and mass concrete all as specified and as directed.

M&L for PCC 1:2:4, type B2, using 40mm graded stone aggregate as in foundations filling and mass concrete complete all as specified and as directed.

M&L for PCC 1:3:6, type C1, using 20mm graded stone aggregates as in coping, cills, plinth courses, string courses, bed plates for fixing fencing posts, kerbs etc including necessary formwork complete all as specified and as directed.

M&L for RCC 1:2:4, type B1, using 20 mm graded stone aggregate as in plinth bands and similar work complete all as specified and as directed.

M&L for 45 to 50mm thick precast reinforced cement concrete solid slabs finished fair on both sides in precast cement concrete 1:2:4 type B-1 (20mm graded stone aggregate) (with interlocking joints as directed) including mouldings and fixed as compound wall in grooves of precast posts as per approved design and pattern and set in cement mortar 1:4 complete all as specified and as directed. Note : (a) The cost of reinforcement and form work shall deemed to be included in rate quoted. (b) Surface area of slabs excluding embedded porton in grooves shall be measured for payment. (c) Precast concrete posts shall be measured and paid separately.

M&L for precast reinforcd cement concrete solid posts with fair faces in precast cement concrete 1:2:4 type B-1 (20mm graded stone aggregate) (with grooves for interlocking of precast slabs as directed) including mouldings and fixed as compound wall posts as per approved design and pattern complete all as specified and as directed. Note : (a) The cost of reinforcement and form work shall deemed to be included in rate quoted. (c) Precast slabs for wall shall be measured and paid separately.

M&L for 35mm thick precast cement concrete louvers and jallies including mouldings in precast cement concrete 1:2:4 type B-0 using 12.50mm graded stone aggregate and fixed in cement mortar 1:4 including dismantling old precast louvers and jallies complete all as specified and as directed

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

All as per serial item No 20 but except bricks Note : Old bricks obtained from demolition shall be reused.

M&L for 18-20mm thick granite (of any type), table rubbed and polished as in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with the shade of granite complete all as specified and as directed.

Use and waste formwork to sides of plinth band and similar work for fair finished surfaces of concrete all as specified and as directed.

M&L for framed work as in doors or gates of angle/hollow section or other sections with gusset plate, rails, braces etc complete drilling for fixing of steel sheeting or other covering doors etc to be prepared for hanging or sliding with and including either hooks and hinges and door fittings necessary rivetting/welding cutting, mild steel conforming to Fe-410-0 or Fe-310-0 and fixed complete all as specified and as directed. Note : The cost of making good disturbed surfaces of pillars shall deemed to be included in the quoted rate.

Fixing only mild steel gate of any type or any description including hold fast, locking arrangements including wheel track and sliding door bolt as required and hanging; also fastening and fixing complete complete all as specified and as directed.

S&F mild steel TMT bars, 10 mm dia and over, cut to length, bent to shape required including cranking bending spirally or hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed.

All as per serial item No 26 but 5 mm dia and over upto and including 10 mm dia bars as in stirrups, spaces and binders.

S&F mild steel angle/flat iron as in posts and struts in fencing and flat iron for securing barbed/chain link fencing of any description including drilling holes, notching for wire etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed.

S&F mild steel round bars (10mm dia) as line bars for fixing chain link fencing, conforming to FE 410 W( Gde-E-250) quality or FE 290 (Gde -E-165) complete all as specified and as directed.

M&L for machine made, mild steel bolts, 10 mm dia shank with hexagonal or square head one end and screwed the other or screwed both end, each screwed end to be fitted with, washers and one hexagonal or square nut, length length of bolt exc 5cm but n exc 10cm complete all as specified and as directed.

Supply only chain link fencing net mild steel galvanised, made out of galvanised iron wire of 8 to 10 gauge, aperature not exceeding 65 mm, weight not less than 3.5 Kg/Sqm all as specified and as directed. Note : Payment shall be allowed after ascertaining weight of chain link fencing as per actual at site through BOO as ordered by GE.

Fixing only chain link fencing including line wires, any mesh, sizeand type to any type of standards, rails, straining bolts etc including provision of bindig wire complete all as specified and as directed.

S&F in repairs galvanized 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossings with and provision of galvanized mild steel wire, staples or steel pins etc complete all as specified and as directed.

M&L for 75mm thick PCC 1:3:6, type C2 (using 40mm graded stone aggregate) as in plinth protection, etc finished the surface even and smooth without using extra cement including provision of joint of size 10 mm wide & 10 mm deep and filling with bitumen mastic joint filling at every 3m length and at corners complete all as specified and as directed.

M&L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished surfaces even and fair all as specified and as directed.

M&L for rendering 15 mm thick on other than fair faces of brick work or stone masonry surfaces in cement mortar 1:4, finished even and fair without using extra cement complete all as specified and as directed.

M&L for preparation of new plastered or unplastered surfaces of wall/jalli and applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and as directed.

M&L for preparation of old decorated surface of wall and applying two coats of cement base paint complete all as specified and as directed.

M&L for preparing new steel surfaces of any description over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint over one coat of red oxide primer all as specified and as directed

M&L for preparing new or previously untreated steel surfaces of any description, not exceeding 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed.

M/s.M G Kulkarni

kgn associate

ASHWAMEDH ENGINEERS

M/S Tirupati Goroba Shendge

M/S. M.A. Sharief engineers and contractors