PROVN OF CENTRAL POST WITH OVERHEAD SHED FOR TRG OF AGNIVEERS AT RANIKHET UNDER GE RANIKHET

Amount

Surface dressing n exc 15 cm deep getting out in soft/loose soil

Excavation over areas, n exc 1.5 m deep and getting out soft/ loose soil.

Excavation over areas, n exc 1.5 m deep and getting out in any type of soil.

Excavation over areas, n exc 1.5 m deep and getting out in soft/disintegrated rock.

Excavation over areas, exc 1.5 m deep but n exc 3.00 mtr deep and getting out in soft/disintegrated rock.

Excavation over areas, exc 3.00 m deep but n exc 4.50 mtr deep and getting out in soft/disintegrated rock.

Excavation over areas, exc 1.5 m deep but n exc 3.00 mtr deep and getting out in hard rock.

Excvation 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 soft/ loose of soil.

Excvation 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 soft/disintegrated rock.

Excvation in trenches, 1.5 m in depth but not exc 3.00 mtr 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 soft/disintegrated rock.

Excvation in trenches, 3.00 m in depth but not exc 4.50 mtr 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 soft/disintegrated rock.

M&L PCC (1:4:8) type D-2 using 40mm graded stone aggregates as in foundation filling and mass concrete complete all as specified and directed.

M &L RCC M-25 (using 20mm graded stone aggregate) design mix for in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete

Use and waste of formwork to 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 etc.

M &L RCC M-25 (using 20mm graded stone aggregate) design mix for Columns, pillars, piers, posts and struts etc

Use and waste of formwork to sides of pillars, posts, struts, piers, columns for rough finished surfaces complete all asspecified and directed

M &L RCC M-25 (using 20mm graded stone aggregate) design mix for beams, Tie beams & Roof beams etc.

Use and waste of formwork to sides and soffits of floor or roof beams, beam haunch?ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc.

M/L 75mm thick PCC (1:4:8) type D2 (using 40 mm graded stone aggregate) as in sub base of floors etc.

M/L 40mm thick PCC (1:2:4) type B0 (using 12.50 mm graded stone aggregate) as in floors etc. Surface finished oven & smooth without using extra cement complete all as specified and directed.

S&F Glass dividing strips, 3 mm thick width of strips 38 mm

M&L Brickwork with sub- class ‘B’ bricks straight or curved on plan exc 6 m mean radius built in cement mortar (1:6).

M&L Brickwork with sub- class ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar (1:4).

M&L for rendering 15 mm thick readymade plaster on inner/outer walls by adding 17-19% of potable water by weight of material for thickness above 15mm it is recommended to be applied in multiple layers. ready mix plaster shall complies with IS 1661-1972, IS 2250-1965, IS 2402-1963 and confirms the compressive strength @ 28 days 10-12 Mpa/Bulk density 1500-1600 Kg/m3. (Note : The rate quoted by contractor shall include cleaning of surface, application as per instruction and scaffolding upto 20 Mtr ht all as specified and directed) "Make: Equivalent of Fosroc/Sika/Ultratech/Choksey etc."

M/L for preparing newly plastered wall surfaces and applying two coat of distemper oil emulsion over 1mm thick wall care putty, complete all as specified .

M & L for applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50gm/litre and UV resistance as per IS 15489:2004, Alkali and fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 0.90litre/10 sqmover new surfaces.

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

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

M & L for 75 mm thick PCC 1:3:6 type C-1 using 40mm graded stone aggregate including finished surface even & fair without using extra cement as in plinth protection including necessary form work of edge all as specified and directed. Note: 10mm wide and 75mm deep joints shall be made at 3 mtr intervel and at each corner and the same shall be filled with using bitumen 85/25 and sand in the ratio 1:3.

M/L Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface.

M&L Mild steel TMT 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed

- Ditto- but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders

S&F Galvanised, corrugated mild steel sheeting 0.63 mm thick with two corrugations side lap, fixed with coach screws and washers, in roofs, walls etc. with grade of zinc coating 275

S&F Plain, galvanised, mild steel sheeting,0.63 mm thick in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275

M&L structural steel work in roof trusses (framed), trussed, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel, SHS, RHS section MS plate & flat sections) including distance pieces, cleats of grade Fe-290(Gde-165) etc complete all as specified and directed.

M&L structural steel work in purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel, SHS, RHS section , MS plate flat sections) including distance pieces, cleats of grade Fe-410W (Gde-250) etc.complete all as specified and directed

M & L preparation of new steel surfaces any description over 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of red-oxide primer complete.

M & L for Mild steel bolts.purpose made.Dia exc 20mm n exc 25mm with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut. Exc 30cm long

Excavation over areas n exc 1.5 mtr deep and getting out in hard & dense type of soil complete all as specified and directed.

M&L for RCC M-25 design mix as in walls, retaining walls, basement walls, ballast walls and the like of any thickness above top of footing including attached pilasters and buttresses complete all as specified and directed.

Use and waste of form work to sides of concrete foundation, footing, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar work vertical or to batter, flat, rough finish surface of concrete complete all as specified and directed.

Use and waste of form work to walls, retaining walls, basement walls, ballast walls and the like including attached pilasters and buttresses and similar work vertical or to batter, flat, fair finished surface of concrete complete all as specified and directed.

Hand packing of broken stone ( any thickness) at back of the retaining wall etc and raising and lowering to required level complete all as specified and directed. Note:- Stone obtained from srl item No 4 shall be used.

S&F PVC (SWR) pipes 110mm bore single socketed in any length with rubber ring joints complete all as spd.

Prem singh kuwarbi and co (BID ID -3400565)