PROVN OF ONE TOILET BLOCK OF 10 TOILETS (05X EACH MALE AND FEMALE) NEAR ACCIDENT AND EMERGENCY WARD ALONGWITH SEPTIC TANK, REQD WATER CONNECTION AND FITMENTS UNDER GE JHANSI

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft loose soil, complete all as specified and directed.

Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in any type of soil.

M&L for MS bars 10 mm dia and over cut to length bent to shape required, conforming to Gde Fe 410- W, for securing chain link fencing complete all as specified and as directed.

All as per Ser item No -5 here-in-before but 5mm dia and over up to and including 10mm as in strips and spacers complete all as specified and as directed.

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

Removal of excavated material (soil) to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 m above the starting point all as specified.

Preparing new surfaces of wall and applying two coats of distemper oil emultion over a coat of JK/Birla wall care POP putty 1mm thick, and one coat of primer complete all as sppecified and directed.

Preparing new surfaces of wall and applying Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) two coats of exterior weather coat over a coat of JK/Birla wall care POP putty 1mm thick , complete all as sppecified and directed.

M&L for Coloured Glazed ceramic tiles 450x 300 x 7 mm thick, on vertical surfaces such as skirting, dados and risers to steps etc., set and jointed in neat cement slurry and pointed in white or Coloured cement to match including 10mm thick redering in CM 1:4 on wall complete all as specified and directed..

M&L for second class hard wood. Plain, solid, straight chowkhats and frame, wrought framed, rebated on the solid, rounded or chamfered, put together with glue, pinned at joints and fixing, complete all as specified and directed.

M&L of water proofing treatment to roof slab with APP based modified polymeric membrane centre core 100mm micron HMHDPE outer film 20 micron each having thickness 3mm weight not less than 3kg/Sqm as per manufacturer’s instructions with torch applicationcomplete all as specified and directed by Engineer-in-Charge with following course of description below:- (a) 10 mm thick plaster in CM 1:4 with WPC will be applied over the roof slab when concrete is green. After the plaster is cured the roof will be tested for water tightness by ponding with water for seven days for any seepage is observed the rectification will be carried out by pressure grouting under the pressure of 5kg/sqcm using cement based cement grout. After the surface is repaireds the slab will be tested for water tightness again before proceeding with further treatment. (b) the surface of roof, parapet and gutters, drain mouths, etc. over which waterproofing treatment is to be applied shall be cleaned of all foreign matter such as, fungus, moss, dust etc by wire brushing and dusting. For cast iron drain out lets a grove shall be cut around to tuck in the treatment. Concrete angle-fillets shall be provided at junctions between roofs and vertical faces of walls (parapet and other walls) around obstacles suc

M & L cement concrete 1:2:4 type C2 (using 40 mm graded crushed stone aggregate) in wall or retaining wall, any thickness, size shape incl pilasters, buttresses columns, pillars, boundary pillars and posts (incl caps and bases).

S&F steel work in tubular trusses, vertical post, struts, purlins etc incl special shaped washer etc., complete using ERW or incl butt welded tubes conforming to I.S. 1161-1998 grade St-240.

M&L for brickwork with old size bricks straight or curved on a plan exc 6m mean radius built in CM 1:6 complete all as specified and directed

M&L for spreading and levelling 50 mm thick sand cushioning in layers n exc 50 mm thick incl well ramming and watering all as specified.

M&L for factory made PU coated, machine pressed precast concrete interlocking paver block of any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade with colored pigment

M&L for 1:3:6 type C-2 concrete bed to drain pipe including packing under and haunching against the side of pipe after they are laid and tested of 100mm bore complete all as specifed and directed.

M&L brick work unsing sub class B brick curved or straight in plan exc 6 mtr mean radius in cm (1:4).

Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished even and smooth without using extra cement.

Supply and laying or fixing or passing through pipe, 1100 volts grade heavy duty cable with PVC insulated stranded aluminium conductor served with an inner sheathing of PVC tape armoured with galvanized steel wire or strip and overall PVC sheathed, 16 sq. mm nominal cross section, 4 core in service connections as per IS 7098(P

One 6A socket point controlled by one switch on independent board

One 6A socket point controlled by one switch on same board

Material and labour for Double wall corrugated HDPE pipe, ISI marked of outer dia 50mm, inner dia 38mm with smooth internal and profiled external surface, non-pressure type, laid in trenches/floors/duct or fixed on walls /pole including all connections, accessories like socket, couplers, bends, etc for protection of LT cable XLPE grade 1100 volts complete all as specified and directed by Engineer-in-Charge.

M&L for earthing complete with galvanized iron earth plate electrode 600mm x 600mm x 6 mm thick buried directly in ground (earth pit not less than 2.25 meters deep below ground level) with top edge of the plate not less than 1.5 meters below normal ground level connecting to GI wire 4 mm as earthing lead by means of bolts, nuts, check nuts and washers of galvanized iron or steel and earth wire protected by 15mm dia GI pipe medium grade and connected to distribution board/earthing test point all as shown in electrical plate No. 3 of SSR Part-I(2009) and testing on completion complete all as specified and directed. Note :- (i) The unit rate quoted shall also include for excavation, earth work in any type of soil, plain cement concrete 1:3:6 mix, Type C1 pit, 40mm thick RCC 1:2:4 mix type B1 cover reinforced with 8mm dia TMT bras @ 150mm C/C both ways, GI funnel with watering pipe, wire mesh, protection pipe, earth wire up to 7.50m long complete in addition to item No. 1(a) to (e) of preamble (Notes) under sub heading earthing, specified in SSR Part II. (ii) Contract must ensure earthing test result less than 5 Ohm and submitted test report to Engr-in-Charge.

M&L for Applying two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces over 10 cm width or girth including necessary preparation etc complete all as specified.

M&L for brickwork with old size bricks straight or curved on a plan exc 6m mean radius built in CM 1:6 complete all as specified and directed

M&L for rendering 15mm thick on fair faces of brickwork or concrete surfaces in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed

M&L for moorum filling in floors or pavings, laid in layers n exc 15 cm thick, spread, levelled, and blinded with earth and rammed incl watering

All as per item No-76 above herein before but 75mm bore

Rolling and consolidating road formation in cutting only with hand roller 0.2-0.5 tonne incl filling in, hollows and depression which occur during the process of rolling complete all as specified.

M& L for cement concrete 1:4:8 type D2 using 40mm graded aggregate as in foundation and mass concreting complete all as specified and directed

M&L Hardcore(Broken stone) of gauge n exc 63mm deposited, spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface complete all as specified.

M&L for factory made PU coated, machine pressed precast concrete interlocking paver block of any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 Grade with colored pigment

M&L PVC (SWR) pipes 75mm bore single socketed, in any length with rubber ring joints, laid as weep holes

M&L cement concrete type B1 1:2:4(20mm graded aggregate) in stops,coping,etc.

M&L for Tubes, 'medium grade' galvanised, with all fittings and fixed complete to walls and ceilings or laid in floors of 20mm bore complete all as specified and derected.

M&L for laying and testing of 100 mm dia SGSW (Salt glazed stoneware) drain pipe grade ‘A’ (ISI Marked)laid in trenches to level /gradient, jointed in CM 1:1 complete all as specified.

Cutting and screwing of existing steel tubing for alterations or additions of size 40 or 50 mm done in position without taking down and inserting tee branch connection complete all specified and directed by Engineer-in- charge.

M&L for soakage well 1.8 m dia and 3 m effective depth excavation in any type of soil, foundation in PCC 1:3:6, wall of honey combed masonry including intercepting chamber and screen chamber made of brick masonry in CM 1:4, RCC cover slab and interconnecting pipes of RCC/DWC complete filled with brick bats complete all as per specification and drawing CEBZ TD No CEBZ/TD/78/2011 dt 01 Aug 2011

Each Job