Repairs to Path Hard Standing Chain Link Fencing Barbed Wire Fencing Boundary Wall Area Drainage Culverts Kerbstone and Plinth Protection in the area of AGE B/R-I and AGE B/R II under GE (N) Ahmednagar

Amount

Dismantling of stone slab and tiles of any description in floors laid, bedded and pointed in any mortar etc complete all as specified and directed by Engineer-in-Charge

Demolition of cement concrete (un-reinforced) in ground floors and paving not exc 15 cm thickness below or above ground level etc complete all as specified and directed by Engineer-in-Charge

Material and labour for 75 mm thick PCC (1:4:8) type D2 (using 40 mm graded stone aggregate) as in sub base etc complete all as specified and directed by Engineer-in-Charge

Material and labour for 60mm thick, PCC pavers interlocking tiles of glossy finish, any shape & size conforming to IS 15658 of 2006. M-35 grade made up with 12.5mm graded mechanically crushed stone aggregates, factory made laid over and including 30mm thick sand cushioning and joints filled with fine sand including levelling & sweeping etc complete all as specified and directed by Engineer-in-Charge

Material and labour for rough dressed shahabad stone, 25 mm to 40 mm thick laid over and including 15 mm thick screed bed in cement and sand mortar (1:6), jointed & pointed in cement and sand mortar (1:3) etc complete all as specified and directed by Engineer-in-Charge

All as per item No 5 (here-in-before) but except shahabad stone.

Material and labour for Digitally printed paver tiles 300mm x 300mm having thickness of 10 mm as approved by GE of with grey cement and pigment, machine pressed, factory made, set, jointed and pointed in neat cement slurry as in floors laid over and including screed bed 15mm thick in cement and sand mortar (1:4 ) finished even and fair etc complete all as specified and directed by Engineer-in-Charge

Material and labour for cement concrete chequered tiles 25cm X 25cm X 25 mm thick with grey cement and pigment, machine pressed, factory made, set, jointed and pointed in neat cement slurry as in floors laid over and including screed bed 15mm thick in cement and sand mortar (1:6) finished etc complete all as specified and directed by Engineer-in-Charge

Material and labour for PCC (1:3:6) type C-1 using 20mm graded mechanically crushed stone aggregates as in cills, steps, bands, copings, bed plates, kerbs, hold fasts blocks etc including weathering slightly rounded or chamfered angles of throating including necessary form work etc complete all as specified and directed by Engineer-in-Charge

Demolition of PCC block masonry / stone masonry / Kerb Stone built in cement motar including coping etc complete all as specified and directed by Engineer-in-Charge

Material and labour for precast cement concrete (1:2:4) type B-I ( using 20 mm graded stone aggregate) including necessary form work, as in road side kerb stones (Factory made ) and similar articles with plain faces,including chamfers weathering throating etc, set in cement and sand mortar (1:4), etc complete all as specified and directed by Engineer-in-Charge

M&L precast cement concrete block masonry Type C1 (1:3:6) using graded stone aggregate with solid blocks,exc 10 cm in width and setting in cement and sand mortar (1:6) etc complete all as specified and directed by Engineer-in-Charge

All as per item No 12 9here-in-before) but except block masonry

M&L for preparation of old / new surface of walls, kerb stone and concrete surface & applying two coats of acrylic (antifungal) exterior grade paint on wall & etc complete all as specified and directed by Engineer-in-Charge.

Material and labour for 75mm thick PCC (1:2:4) type C-2 using 40mm graded mechanically crushed stone aggregate as in plinth protection, concrete road or parking area finished even and smooth without using extra cement with & including 10mm wide, 30 mm deep joints at the rate of 3.00 m centre to centre and at every turning & filling the joints with bitumen & sand mixture etc complete all as specified and directed by Engineer-in-Charge

Material and labour for finishing concrete road, pavement with brooming etc complete all as specified and directed by Engineer-in-Charge

Dismantling of posts struts (wood,steel or RCC) any section taking out embeded portion and making good disturbed ground etc complete all as specified and directed by Engineer-in-Charge

Dismantling fencing wire mesh any type and of any descripition etc complete all as specified and directed by Engineer-in-Charge

Excavation in post holes each n. exc .50 cum, getting out in soft/loose soil and removing surplus material n. exc 50 m and making good disturbed surfaces etc complete all as specified and directed by Engineer-in-Charge

Supply and fix mild steel angle iron for fencing posts and struts including cutting tops to shape, as directed, drilling holes, notching for wire etc flat iron fillets for securing wire mesh including all necessary drilling, bolting or revetting etc and similar work conforming to Fe.290.Gde-E-165 etc complete all as specified and directed by Engineer-in-Charge

Supply and fix mild steel bolts, 10 mm dia and 65 mm long, purpose / machine made with hexagonal head or square head one end and screwed on other end, each screwed end to be fitted with washer and on hexagonal or square nut etc complete all as specified and directed by Engineer-in-Charge

Fixing only chain link fencing including line wires, any mesh,size & type to any type of standards, rails straining bolts etc including provision of binding wire etc complete all as specified and directed by Engineer-in-Charge NOTE: Chain link fencing shall be measured and paid as separately as supply only.

Supply only chain link fencing made cut from GI wire 10 gauge and 50 mm apperture weight not less than 3 kg / Sqm etc complete all as specified and directed by Engineer-in-Charge

Supply and fix in reapirs galavanised, 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 crossing with and provision of galvanised mild steel wire, staples or steel pins etc etc complete all as specified and directed by Engineer-in-Charge NOTE: Each line of wire to be measured.

Supply and fix 10 mm dia mild steel round bars to tighten chain link fencing including necessary hooking, binding cutting etc complete all as specified and directed by Engineer-in-Charge

Material and labour for plain cement concrete in PCC (1:4:8) type D2 using 40 mm graded stone aggregates as in foundation, filling and mass concrete or similar work etc complete all as specified and directed by Engineer-in-Charge

Material and labour for TMT bars 8 to 10 mm dia and over, cut to length, bent to shape required including crancking, bending spirally for hooping ends and binding with and including mild steel wire (annealed) not les than 0.90 mm dia etc complete all as specified and directed by Engineer-in-Charge

M&L preparation of newly plastered surface and applying three coats of white wash on wall etc complete all as specified and directed by Engineer-in-Charge

Material and labour for flat iron 40 X 6 mm cut to required length including drilling holes for fixing of nut and bolts to hold chain link fencing etc complete all as specified and directed by Engineer-in-Charge

Taking down cement plaster on brick/stone walls including taking out joints hacking for keys, scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge

M&L for rendering, 15 mm thick on stone masonry / brick work / concrete surfaces in cement and sand mortar (1:4) on wall finished even and smooth without using extra cement etc complete all as specified and directed by Engineer-in-Charge

Material and labour for cement concrete (1:2:4) type B2 (using 40mm graded stone aggregate) as in surface channel or drain etc complete all as specified and directed by Engineer-in-Charge

Supply and fix in repairs precast cement concrete 25mm thick RCC jallies, including all moulding of any size and pattern in (1:2:4) type B0 set in cement and sand mortar (1:6) complete all as specified and directed.

M&L for providing precast cement concrete type B1, (1:2:4) 20mm aggregate in landings, cover slabs (for man holes etc) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including formwork and set in cement and sand mortar (1:4) etc complete all as specified and directed by Engineer-in-Charge

Dismantling wrought iron or mild steel work of any description not otherwise provided for etc complete all as specified and directed by Engineer-in-Charge

Material and labour for preparing steel surfaces of any description, over 10cm width of girth not otherwise described and applying two coats of synthetic eanamel paint over a coat of red oxide zinc chrome primer etc complete all as specified and directed by Engineer-in-Charge

Supply and fix mild steel framed work such as grills grating etc with end of bars shouldered and / or riveted, or froged into spikes, framed guard bars, barred iron doors ladder, framed balusters, water ways, railing and similar work conforming to Fe.410-0 or Fe-310-0 etc complete all as specified and directed by Engineer-in-Charge

Excavation in trenches not exc 1.5 m wide and n exc 1.5m deep as in foundation etc getting out in hard dense soil and removing surplus material n. exc 50 m and making good disturb surfaces etc complete all as specified and directed by Engineer-in-Charge

M&L for Hardcore of guage n. exc 63mm, of broken stone or boulders deposited, spread and levelled in layers n.exc 15cm thcik, watered and rammed to a true surface etc complete all as specified and directed by Engineer-in-Charge

M&L for RCC M-25 design mix using 20mm 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 etc complete all as specified and directed by Engineer-in-Charge

M&L for form work to sides of concrete foundations, footings, bases of columns rafts and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work in fair finished surfaces etc complete all as specified and directed by Engineer-in-Charge

S&F 110 mm dia PVC SWR pipe, single socketed in any length with rubber ring joints fixed with clamps to walls etc complete all as specified and directed by Engineer-in-Charge

An amount of Rs 57,923.00 shall be deducted from BOQ on account of schedule of credit

Manak landmarks

PRADIPKUMAR POPATRAO THUBE

M.H Construction

M/S-B.R.SONAWANE

Priyadeep Construction

M/s. Sagar Traders

MS. A.S. CONSTRUCTION

M/s.Abhay Kulkarni and Associates

MS. G.A. CONSTRUCTION

R. T. Saluji

OM SAI ASSOCIATES