SPECIAL REPAIR TO SECURITY WALL AND ALLIED WORKS AT VRDE AHMEDNAGAR

Amount

Excavating over areas, not exceeding 1.5 m deep and getting out in any type of soil(Soft/loose soil and Hard/dense soil).

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

M & L RCC M-30 Design Mix cement concrete using 20 mm graded stone aggregate as in foundations including rafts, footings and foundations all as specified and directed

M & L RCC M-30 Design Mix cement concrete using 20 mm graded stone aggregate as in walls, culvert/retaining walls, any thickness above top of footings, including attached pilasters and buttresses all as specified and directed.

M & L RCC M-30 Design Mix cement concrete using 20 mm graded stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, canopies, deck slabs and in shelves and the like complete all as specified and directed.

M & L RCC M-30 Design Mix cement concrete using 20 mm graded stone aggregate as in parapets, and railings etc, 60 cm in height, newels, balustrade and the like all as specified and directed.

M & L use and removal of steel formwork to sides of rough finished surfaces of concrete foundations, footings, sides and soffits (if any) of foundation and similar work vertical or to batter all as specified and directed.

M & L use and removal of steel formwork to face of rough finished surfaces of walls, retaining walls, abutments and similar work including attached pillasters, buttresses etc, vertical or to batter all as specified and directed.

M & L use and removal of steel formwork to face of fair finished surfaces of walls, retaining walls, abutments, parapets and similar work etc., vertical or to batter all as specified and directed.

M & L use and removal of steel formwork to face of rough finished surfaces of concrete soffits of suspended deck slabs and similar work exceeding 200 mm thick (Horizontal or sloping) all as specified and directed.

M & L mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends binding with and including mild steel wire (annealed) not less than 0.90 mm dia or securing with clips all as specified and directed.

M & L rendering 15 mm thick cement plaster on fair faces of brick or concrete surfaces in CM 1:6 with WPC all as specified and directed.

M & L rendering 10 mm thick cement plaster on fair faces of brick or concrete surfaces in CM 1:4 with WPC all as specified and directed.

Supply only liquid water proofing compound

M & L hardcore of broken stone or boulders of gauge exceeding 63 mm but not exceeding 10 mm deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rolled/rammed to a true surface all as specified and directed

Returning filling in including spreading, levelling, watering, and well ramming in layers not exceeding 25 cm thickness all as specified and directed.

Removing excavated material of soil not exceeding 50 mtr and deposited where directed at a level not exceeding 1.5 m above the starting point all as specified and directed.

M & L bituminous premix asphaltic dense concrete 40 mm consolidated thickness with 6% binder content by weight of total mix, rolled and compacted to required camber and gradient complete all as specified and directed.

Dismantling of cast iron or reinforced concrete drain pipes 300 mm and above dia jointed in cement mortor and taking out of trenches, if required all as specified and directed.

Demolition of brick or stone/boulder masonry built in cement mortor including all quoins, arches, pillars etc., but excluding ashlar facings, dressed stone work and precast concrete articles all as specified and directed.

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation etc., not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/loose soil all as specified and directed.

Demolition of brick or stone/boulder masonry built in cement mortor including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles all as specified and directed.

M & L precast cement concrete block masonry 1:3:6 type C1 (using 20 mm graded stone aggregate) with solid blocks exceeding 10 cm in width and setting in cement mortor 1:6 complete all as specified and directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped ends etc all as specified and directed

Add or deduct for each 25 mm girth or part thereof over or under 30 cm

M & L for rendering 15 mm thick cement plaster in CM 1:6 on fair faces of brick or concrete surfaces finished even and smooth without using extra cement all as specified and directed

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

M & L RCC M-25 Design Mix cement concrete using 20 mm graded stone aggregate as in foundations including rafts, footings and foundations all as specified and directed

M & L RCC M-25 Design Mix cement concrete using 20 mm graded stone aggregate as in columns etc all as specified and directed

M & L RCC M-25 Design Mix cement concrete using 20 mm graded stone aggregate as in beams and copings etc all as specified and directed

M & L use and removal of steel formwork to sides of rough finished surfaces of RCC beams/bands & RCC coping concrete and similar work vertical or to batter all as specified and directed.

M & L mild steel TMT bars 6 mm to 8 mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends binding with and including mild steel wire (annealed) not less than 0.90 mm dia or securing with clips all as specified and directed.

M & L mild steel TMT bars 5 mm dia and over upto and including 10 mm dia as in stirrups, spacers and binders.

M & L precast cement concrete block masonry 1:3:6 type C1 (using 20 mm graded stone aggregate) with solid blocks exceeding 10 cm in width and setting in cement mortor 1:6 complete all as specified and directed.

M & L broken glass coping on top of walls in CM 1:3all as specified and directed

M&L preparing newly prepared plaster surfaces and applying two coats of cement based paint over a coat of primer on walls all as specified and directed..

S & F mild steel angle posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc., flat iron fillets (for securing wire etc) including all necessary drilling, bolting or rivetting etc, and similar work confirming to Fe-290 Gde E-165 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 in to spikes framed guard bars and similar work confirming to Fe-290 Gde E-165 all as specified and directed.

M & L galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to angle fencing above compound wall and any type, including securing or tying at crossings with and provision of galvanised mild steel wire staples or steel pins etc all as specified and directed. (each line of wire to be measured).

S & F galvanised concertina coil, 1050 mm dia (50 spirals per coil) weight approx 14.5 Kgs (+-5%) expandable 10-12 mtrs consisting of 2.6 mm dia heavy galvanised high tensile spring steel wire as per IS-4454, Barb (Barb length 24+1 mm pitch between two barbs 35+1 mm) made of 0.50 mm thick low carbon heavy galvanised cold rolled steel sheet as per IS-513, heavy duty steel clip as per IS-2062 all as specified and directed

M & L preparation of newly prepared steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer all as specified and directed

M & L preparation of newly prepared steel surfaces of any description not exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer all as specified and directed

Dismantling mild steel work, wire and coil work of any description not otherwise provided for all as specified and directed

Returning filling in including spreading, levelling, watering, and well ramming in layers not exceeding 25 cm thickness all as specified and directed.

Removing excavated material of soil not exceeding 50 mtr and deposited where directed at a level not exceeding 1.5 m above the starting point all as specified and directed.

Siddhant Hukumchand kumath

Smruti Construction

M/s. A P INFRA

MS. A.S. CONSTRUCTION