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-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 PCC in ground floors and paving n.exc 15 cm thick below or above ground level etc complete all as specified and directed by Engineer-in-Charge

Demolition of cement concrete (unreinforced) of any position or description etc complete all as specified and directed by Engineer-in-Charge

Demolition of cement concrete (reinforced) of any position or description 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 of any type and any descripition etc complete all as specified and directed by Engineer-in-Charge

Demolition of PCC block / RR walling built in cement motar including coping etc complete all as specified and directed by Engineer-in-Charge

Raking out joints / pointing to random rubble masonary work built in cement and sand mortar 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

Excavating in post holes (or similar holes) in loose / soft soil each n.exc 0.50 cum, getting out, returnining, filling in ramming earth or broken rubble mixed with earth around to layers n.exc 25 cm including removal of surplus soil to a distancen.exc 50 mtr and making good surfaces etc complete all as specified and directed by Engineer-in-Charge

Excavation in trenches n' exc 1.5 m wide and n' exc 1.5 m deep for foundation and getting out in any type of soil etc complete all as specified and directed by Engineer-in-Charge

Returning fillings in including spreading, levelling watering and well ramming in layer n' exc 25 cm each layer etc complete all as specified and directed by Engineer-in-Charge

Removing excavated soil to a distance n'exc 50 m and deposited where directed at a level n.exc 1.5 m above the starting point etc complete all as specified and directed by Engineer-in-Charge

M& L for moorum filling in floors laid in layers n exc, 15cm thick, spread levelled and rammmed including watering etc complete all as specified and directed by Engineer-in-Charge

M&L for PCC (1:4:8) Type D2 (40mm graded stone aggregate) as in fdns, filling and mass concrete 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 RCC (1:2:4) type, B1 using 20 mm graded stone aggregate for footings / foundation of columns etc complete all as specified and directed by Engineer-in-Charge

Material and labour 75 mm thick PCC (1:2:4) type, B1 using 20 mm graded stone aggregate for in plinth protection and path and finished even and smooth using extra etc complete all as specified and directed by Engineer-in-Charge

Material and labour RCC (1:2:4) type, B1 using 20 mm graded stone aggregate for walls, ballast walls and the like any thickness above top of footings incl attached pilasters and buttressess etc complete all as specified and directed by Engineer-in-Charge

All as per item No 19 (here-in-before) but for columns.

M&L for Pre-cast cement concrete block masonry of (1:3:6) type C-1 (20 mm graded stone aggregate) with solid blocks, exc. 10 cm in width complete set in and including cement and sand mortar (1:6) etc complete all as specified and directed by Engineer-in-Charge.

Material and labour for random rubble stone masonry, uncoursed, well bonded, bedded and solidly hearted built in cement and sand mortar 1:6 etc complete all as specified and directed by Engineer-in-Charge

All as per item No 22 (here-in-before) but except stones

Material and labour for providing coping in PCC (1:2:4) type B 0 using 12.5 mm graded stone aggregates including weathering, slightly rounded or chamfered angles and throating necessary formwork etc complete all as specified and directed by Engineer-in-Charge

Material and labour for precast cement concrete louvres and jallies, 40 mm thick in PCC (1:2:4), type B0 using 12.5 mm graded stone aggrgates etc complete all as specified and directed by Engineer-in-Charge

Material and labour for raised pointing to random rubble masonary, uncoursed or brought upto courses in cement and sand mortar (1:40 etc complete all as specified and directed by Engineer-in-Charge

M&L for Cement concrete (1:2:4) type B0 ,using 12.5mm graded stone aggregate as in surface channels and drains etc complete all as specified and directed by Engineer-in-Charge

Material and labour for providing RCC 1:2:4 type B1 using 20 mm graded stone aggregate in precast fencing posts, straining or terminal posts, struts etc for fencing, average sectional area exc 100 sqcm and n.exc 250 Sqcm with or without chamfered angles and flat splayed rounded or mitred stops 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 -410-0 or Fe-310-0 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

Supply and fix mild steel bolts, 10 mm dia and 65 mm long, purpose / machine made with hexagonal head or square hed one end and crewed on other end, each screwed end to be fitted with washer and on hexagonal or square nut all as directed.

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 shall be measured for payment

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 TMT bars 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

All as per item No 36 (here-in-before) but 8 to 10 mm dia in stirrups

Material and labour use and waste form work to concrete foundation / footings for rough finished surfaces etc complete all as specified and directed by Engineer-in-Charge

All as per item No 38 (here-in-before) but for walls etc

All as per item No 38 (here-in-before but for columns.

Material and labour for 10 mm thick rendering in cement and sand mortar (1:4) on concrete surfaces finished even and smooth without using extra cement etc complete all as specified and directed by Engineer-in-Charge

Material and labour for 10 mm thick rendering in cement and sand mortar (1:6) on concrete surfaces finished even and fair etc complete all as specified and directed by Engineer-in-Charge

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, and setting in mortar complete with joints to match set in cement and sand mortar (1:4) including formwork 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, laid and jointed pointed in cement and sand mortar (1:3) etc complete all as specified and directed by Engineer-in-Charge

Material and labour for Digitally printed paver tiles 300mm x 300mm having thickness of 10 mm thick as approved by GE of with grey cement and pigment, machine pressed, factory made, set, jointed and pointed in neat cement slurry in floors 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 glossy finished tiles 30cm X 30cm X 25 mm thick with grey cement and pigment, machine pressed, factory made, set, jointed and pointed in neat cement slurry 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 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 60-62mm 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 incl 30mm thick sand cushioning and joints filled with fine sand incl levelling & sweeping etc complete all as specified and directed by Engineer-in-Charge

M&L for precast RCC pipe 300mm bore class NP-2 with one collar per length of pipe, laid in trenches and jointed in cement joint after taking down/out as existing at site etc complete all as specified and directed by Engineer-in-Charge

M&L for precast cement concrete (1:2:4) type C-I (using 20 mm graded stone aggregate ) as in road side kerb stones (factory made ) and similar articles including formwork with plain faces,including chamfers weathering throating etc, set in cement and sand mortar (1:4), all as specified .

Material and labour for applying two coats of synthetic eanamel paint over a coat of red oxide primer for new steel surfaces exc 10 cm width or girth including preparatrion of surfaces etc complete all as specified and directed by Engineer-in-Charge

Material and labour for applying two coats of cement based paint over a coat of chack whitening on newly plastered surfaces including preparation of surfaces etc complete all as specified and directed by Engineer-in-Charge

Material and labour for applying two coats of weather coat apex over and including old plastered surfaces including preparation of surfaces etc complete all as specified and directed by Engineer-in-Charge

An amount of Rs 1,14,800.00 shall be deducted from BOQ on account of schedule of credit

M/S-B.R.SONAWANE

M/s. A P INFRA

M/s AG PATHAN

MS. A.S. CONSTRUCTION

OM SAI ASSOCIATES

M/s. Sagar Traders

Takshashila electricals