Repair to sunken, roof and other connected work Zone A and B and Repair to area drainage, fencing, footpath, compound wall and garbage bins under AGE B/R (M) at Faridkot Mil Stn

Amount

Demollition of cement concrete in any descriptiion and in any position not otherwise specifically provided for and removing the same to a distance exceeding 500 mtr but not exc 1.5Km complete all as specified and directed by Engineer in Charge.

Demolition of brick work/stone masonry built in cement mortar including all quoins arches, pillars etc complete all as specified and directed by Engineer in Charge.

M&L for Brick work with fly ash bricks sub class 'B' bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

All as per item No 3 here-in-before but except bricks complete all as specified and directed by Engineer in Charge.

Dismantling terrazzo / glazed tiles in floor/hearth or wall tilling /skirting/dado including cement mortar bedding (but not backing) and rubbish of the premises complete all as specified and directed.

S & F coloured Glazed ceramic tiles 450X300X7MM thick in vertical surface such as dado/skirting etc set and jointed in neat cement slurry and pointed in white or colour cement to match the shade over and including 10mm thick rendering in cement mortar 1:4 on brick or concrete surface complete all as specified and directed by Engineer in Charge.

M & L for 25mm thick plain cement concrete (1:2:4) type B-0 using 12.5mm graded stone aggregate as in floors /sunken portion finished even and fair complete all as specified and directed by Engineer-in-Charge.

S & F Non skid ceramic coloured tiles 7 to 8 mm thick Matt finish (Square/rectangular) area of each tiles exceeding 0.11 sqm but n.exc 0.18 sqm, as in floors, etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed in cement mortar (1:4) complete all as specified and directed by Engineer in Charge.

S & F Non skid ceramic coloured tiles 7 to 8 mm thick (Square/rectangular) area of each tiles exceeding 0.18 sqm but n.exc 0.38 sqm, as in floors, etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed in cement mortar (1:4) complete all as specified and directed by Engineer in Charge.

Taking down wooden/steel chowkhats or frames with shutters (without taking off shutters from the frames) of size not exceeding 1.50 Sqm each including cutting holes of appropriate size in brick / concrete surfaces for insertion of PCC block for hold fasts complete all as specified & directed by Engineer-in- charge.

Taking down chowkhats or frames with shutters (without taking off shutters from the frames) area exceeding 1.50 Sqm but not exceeding 4.0 Sqm each including cutting holes of appropriate size in brick / concrete surfaces for insertion of PCC block for hold fasts complete all as specified and directed by Engineer-in- charge.

Taking down shutters of any description wooden/aluminium exc 1 sqm and n. exc 2 sqm each and refixing in the same opening after easing, adjusting and replacement of minor nails etc complete all as specified and directed by Engineer in Charge.

M & L for Pressed steel frames (1.25mm sheet thickness) for doors with one or more rebates including necessary fixing lugs , hinges, lock plate, etc., size of frame 125mm x 60 mm including one shop coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.

M&L for pressed steel sheet frame (1.25 mm sheet thickness) for door of size 105mm x 60mm with one or more rebates including necessary fixing arrangement such as lugs, hinges, lock strike plate etc including one shop coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.

M & L for PCC 1:3:6 type C-0 using 12.5mm graded stone aggregate as in back filling of pressed steeel frames, bed blocks, fixing of hold fast blocks etc including necessary form work complete all as specified and directed by Engineer-in-Charge.

S&F 35mm thick, factory made plain framed panelled (any number of panels) shutters of 2nd class hard wood with lock rail and panel inserts of 9mm thick BWP commercial ply or 12mm thick veneered particle board flat pressed three layered conforming to IS-3097 exterior grade-I type- I duly ISI marked general purpose commercial veneered on both side bonded with (BWR) type phenol formaldeyde synthetic resin-adhesive, the size of rails and styles as per IS-1003 Part-I, Kiln seasoned and chemically pressure treated complete all as specified & directed by Engineer-in-Charge Note :- The species of timber shall be Hollock/Bonsum

S & F 30mm thick factory made glazed and skeleton shutters confirming to IS-1003(Part-I) of 2nd class hard wood open rebated and prepared to receive glass, gauge etc, (without sash bars) edges of framing plain, chamfered or rounded fitted with cut and mitred beads for securing glass, etc. Sizes of members as specified in SSR Part-I, Section -8,clause- 8.24 (a) and fitted to chowkhats complete all as specified and directed by Engineer-in-Charge.

S&F factory made steel window with side hung shutters including box type hinges with steel handle and 2 Nos 150mm long mild steel tower bolt,fixing lugs etc complete with glazing bars dovetailed or welded complete all as specified and directed by Engineer-in-Charge.

S&F factory made steel window with side hung shutters including box type hinges with steel handle and 2 Nos 150mm long mild steel tower bolt,fixing lugs etc complete without glazing bars dovetailed or welded complete all as specified and directed by Engineer-in-Charge.

S&F Factory made box type mild steel ventilator with glazing bars dovetailed or welded and with one shop coat of zinc chromate primer complete all as specified and directed by Engineer-in-Charge.

S&F solid PVC double door frame WOOD GRAIN PRINTED of size 50x95mm made out of 5mm plain coloured PVC sheet reinforced with MS square tube in opening as per specification and drawings mentioned in MES schedule complete all as specified & directed.

S&F Factory made solid PVC moulded door shutter 28 to 30mm thick (style) WOOD GRAIN PRINTED consisting of frame made out of MS tube for top and bottom rail MS frame shall be covered with heat moulded plain / coloured PVC "C"channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for styles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; panelling of plain colour PVC sheet to be fitted in the MS frame welded/ sealed to the style & rail with suitable PVC sheet beading and jointed together with solvent cement complete all as specified and directed.

S&F 100mm butt hinges medium weight, cold each rolled, mild steel complete all as specified and directed by Engineer-in-Charge.

S&F aluminium anodized tower bolts 150 mm long fixed to doors with screws complete all as specified and directed by Engineer-in-Charge.

S&F aluminium anodized handles 150 mm long dia cast type fixed to doors with screws complete all as specified and directed by Engineer-in-Charge.

S&F 250 mm long aluminum alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminum alloy complete all as specified & directed by Engineer-in- charge.

S&F Galvanised mild steel wire cloth, 0.56mm nominal dia of wire average width of aperture 1.18mm complete all as specified and directed by Engineer-in-Charge.

S&F 3 mm thick sheet glass ordinary quality and glazing with oil putty in square n exc 0.5 sq.m in each pane complete all as specified and directed by Engineer-in-Charge.

S&F 3 mm thick figured sheet glass and glazing with oil putty in square n exc 0.5 sq.m in each pane complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of new or previously untreated surfaces of wood or wood based primed surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed by Engineer in Charge.

M&L for preparation of new or previously untreated steel surface of any description over 10 cm in width or girth and applying two coats of synthetic enamal paint over a coat of red oxide primed complete all as specified and directed by Engineer in Charge.

Dismantling of CI/PVC pipe alongwith fittings of 75/100mm dia,below or above GL or laid in floors or fixed to walls jointed in cement mortar and taking out complete all as specified and directed by Engineer in Charge.

S&F in repair 110 mm bore PVC (SWR) pipe single socketed in any length with rubber ring joints, jointed with solvant and fixed to walls Cutting holes in brick wall built in cement mortar for inserting holdfasts, depth of embedded portion not exceeding half brick (measured from the face of jamb into the wall) complete all as specified and directed by Engineer-in- charge.

S&F in repair 75 mm bore PVC (SWR) pipe single socketed in any length with rubber ring joints, jointed with solvant and fixed to walls Cutting holes in brick wall built in cement mortar for inserting holdfasts, depth of embedded portion not exceeding half brick (measured from the face of jamb into the wall) complete all as specified and directed by Engineer-in- charge.

S&F in repair 110mm bore door type PVC (SWR) bends / shoe of any radius complete all as specified and directed by Engineer-in-Charge.

S&F in repair 75mm bore door type PVC (SWR) bends / shoe of any radius complete all as specified and directed by Engineer-in-Charge.

S&F 100mm dia cast iron soil waste and vent pipe,sand cast in any length with or without ears with cement joints laid in trenches, in floors or fixed to walls complete all as specified and directed by Engineer in Charge.

S&F 75mm dia cast iron soil waste and vent pipe,sand cast in any length with or without ears with cement joints laid in trenches, in floors or fixed to walls complete all as specified and directed by Engineer in Charge.

S&F in repair 100mm cast iron bends,diminishing pieces or tapers laid in trenches or in floor or fixed to walls complete all as specified and directed by Engineer in Charge.

All as per item No 39 here in before but 75mm dia complete all as specified and directed by Engineer in Charge.

M&L in repairs CI Floor trap long neck 75 mm dia, with stainless steel grating including jointing to waste pipe fixed in cement concrete type B1, 1:2:4 complete all as specified and directed by Engineer in Charge.

M&L in repairs CI Floor trap long neck 100 mm dia, with stainless steel grating including jointing to waste pipe fixed in cement concrete type B1, 1:2:4 complete all as specified and directed by Engineer in Charge.

M&L for Water proofing treatment to RCC sunken slab (not exceeding 45cm depth of sunken) as specified below and as directed by Engineer-in-Charge:-(a) Applying 15 mm plaster in CM 1:3 with WPC on raised verticle surface after demolition of PCC. (b) Cleaning the surface with wire brush/coir brush, removing loose material like dust particles, dirt etc.(c) Creating fillet covering of 50x50 mm with polymer modified mortar on the junction of slab and walls. (d) Apply first coat of two component modified polymer coating on the horizontal and verticle surface upto 300mm above wall suitable (e) Provision of polyster reinforced coaed net of 45 gm2, 2.5mm x 2.5mm immediately on above coating.(f) Apply second coat of two component modified polymer coating after 72 hrs upto 300mm above wall surface. (g) Laying Cement concrete 1:4:8 over the coating as per requirment. (h) Joining the saintary pipes with the water proofing tape having bridging ability of more than 1.5 mm. (j) Filling the gap between the wall opening and saintary pipe with non shrink cementatious grout complete as specified Manufacturer.(k) The treatment to be carried out by authorised applicator of Water Proofing Manufacture. Make:- Dr. Fixit/Fosroc/BASF/STP Limited. Note: (i) The treatment shall be carried out by approved authorised applicator as per the manufacturers instructions and as directed by the Engineer in charge. (ii) The Plan area of floor shall be considered for payment and provn of PCC in filling. (iii) WPC will be measured separately under relevant item of BOQ.

Demolition of concrete (un-reinforced) in roofs any thickness including plastering and leaping (whether full thickness removed or only part thereof) complete all as specified and directed by Engineer-in-Charge.

M&L Rendering 10mm thick in cement plaster on roof in cement mortar 1:4 with WPC finished even and smooth without using extra cement complete all as specified and directed by Engineer in Charge. (WPC shall be measured and paid separately)

M&L for 40mm thick PCC 1:2:4 type B-0 (12.5mm graded stone aggregate) as in roof complete all as specified and directed.

Supply only integral water proofing Liquid complete all as specified and directed by Engineer in Charge.

M&L for Roof treatment to RCC roof as specified below as directed :- (a) Cutting & uprooting grass on roof top, removing rubbish off the premises, cleaning the roof surfaces thoroughly using wire brushes to remove sharp projections,cleaning joints,washing,drying and removing all dirt/dust to receive concrete padding/ plaster etc complete (b) All cracks upto 3mm at corner joints, channels and parapets should be treated with crack seal and bigger cracks, dmanged portions and hollow areas must be repaired with polymer modified cement mortar. (c) Apllying one coat of prime seal / Epoxy Primer/ Shaili Urethane BTD white diluted with potable water in the ratio of 1:1 and apply @ 0.40 Kg/Sqm (0.20 Kg BTD + 0.20 Kg water) (d) Laying polyster reinforced fiber net / 50gsm Geotextile mesh upto 300mm on walls. (e) Applying three coat of Hydro Shield PUD micro fibre reinforced UP resistent polyurethane (solid content 68%) / Damp proof ultra UV stable fibre reinforced elastomeric liquid water proofing membrane formulated with PU hybrid polymers (Solid content 55%) / Smart care PU magnum elastomeric water proofing coating based on hydrophobic plyuethane (Solid content 85%) / Single component elastomeric Liquid Membrane Shali Urethane BTD white/ coloured (Elongation 400% + 50, Solid contents > 80% & Specific gravity @ 30 OC 1.5 + 0.03) @ total 2.00 Kg per sqm in two coats for maintaining thickness of 1.5mm, with paint brush / roller upto 300mm on walls. Make : Dr Fixit/ Asian/ STP Limited

S&F in repairs Vitreous china squatting pan Orrisa pattern, size 580x440mm white with integral foot rests including necessary lime concrete and 100mm bore cast iron "P" or "S" trap long neck for connecting WC to branch piece with cement joints and 32mm dia PVC flush pipe, complete all as specified and directed by Engineer in Charge.

S&F vitreous china wash down water closet pan (pedestel pattern/EWC/longpan) white in colour including connection pipe to union of flushing cistern, inlet and overflow pipes,connecting only to flushing cistern anti-syphonage pipe with PVC flush pipe of 32mm dia and plastic seat cover with mild steel chromoum plated hinging and 'P' or 'S' trap device including PVC health faucet complete all as specified and directed by Engineer-in-Charge.

Supply and fix in repair PVC low level flushing cistern white 10 litre capacity, valveless syphonic action type with float, handle complete all as specified and directed by Engineer-in-Charge.

S&F in repair Wash hand basin flat back 550x400mm vitreous china (white) with cantilever CI/Angle iron brackets embedded in concrete block including Brass chromium plated waste coupling 32mm bore, Waste pipe PVC 32mm bore and fixed in repairs complete all as specified and directed by Engineer in Charge.

S&F in repair PVC Connections 15 mm size with PTMT nuts of length 450 mm long Make 'Prayag' Cat Part No 324 or Equivalent complete all as specified & directed by Engineer-in-charge.

Taking up or down 15mm bore steel water tubing alongwith connections in any situation complete all as specified and directed by Engineer in Charge.

All as per item No 54 here-in-before but 20mm bore pipe complete all as specified and directed by Engineer in Charge.

S&F Mild steel galvanized tubing 15 mm bore medium grade with fittings to walls with hooks, ceiling or laid on floor complete all as specified and directed by Engineer in Charge.

Re-fixing old steel tubing and connections in new or old position of wall ceiling or floor 15mm bore of pipe complete all as specified and directed by Engineer in Charge.

S&F Mild steel galvanized tubing 20 mm bore medium grade with fittings to walls with hooks, ceiling or laid on floor complete all as specified and directed by Engineer in Charge.

Re-fixing old steel tubing and connections in new or old position of wall ceiling or floor 20mm bore of pipe complete all as specified and directed by Engineer in Charge.

S&F in repair Angle valves, fancy type, CP with long shank and cup ( concealed type ), screwed both ends for 15mm bore of iron pipe or for union and fixed complete all as specified and directed by Engineer in Charge.

S&F 20mm bore stop valve cast copper alloy chromium plated with handle screwed both ends for GI out let/inlet pipe or for union including threading to existing pipes on both ends complete all as specified and directed by Engineer in Charge.

S&F in repair pillar taps, cast copper alloy, with capstan heads, chromium plated, fancy type, screwed down, high pressure, with or without lettered 'HOT' or 'COLD' with long screwed shanks and fly nuts, screwed for 15mm bore of iron pipe and fixed complete all as specified and directed by Engineer in Charge.

S&F in repair bib taps, fancy type CP, screwed for 15mm bore of iron pipe or for brass ferrule and fixed complete all as specified and directed by Engineer in Charge.

S&F in repair CP brass wall mixer, for mixing hot & cold water screwed for 15mm bore of iron pipe or for brass ferrule and fixed complete all as specified and directed by Engineer in Charge.

S&F in repair grating doom any dia of PTMT complete all as specified and directed by Engineer-in-Charge.

S&F in repair brass chromium plated shower rose 125mm size with swivel joints including fixing to steel pipe of 15mm bore complete all as specified and directed by Engineer in Charge.

S & F CP soap dish, vitreous China white/colour approximate size 160x160x90mm fixed with brass screws complete all as specified and directed by Engineer-in-Charge.

S & F sheet glass shelf assembly consisting of 5.5mm thick sheet glass shelf 12cm wide with chromium plated bracket guard and railing 60cm long complete all as specified and directed by Engineer in Charge.

S&F Towel rail, 600mm long of PTMT fixed with and including chromium plated brass screws and wooden and plastic cleats ( minimum weight 190gms ) complete all as specified & directed by Engineer-in-Charge.

S&F in repairs 300mm, mild steel, ordinary rat tail rod pattern springs for door including roller and roller plate complete all as specified and directed by Engineer in Charge.

S&F rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) 500 Ltr capacity hoisted and fixed in position all as specified including ball brass valves, high pressure, with polythene float and fly nut screwed for 20mm bore iron pipe complete all as specified and directed by Engineer in Charge.

S&F rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) 1000 Ltr capacity hoisted and fixed in position all as specified including ball brass valves, high pressure, with polythene float and fly nut screwed for 20mm bore iron pipe complete all as specified and directed by Engineer in Charge.

Taking down cement plaster or terrazo from brick walls or concrete of any description,racking out joints hacking for key scrubbing down with water etc complete all as specified and directed by Engineer in Charge.

M&L Rendering 15 mm thick cement plaster in cement mortar 1:6 on fair faces of brick work or concrete surfaces finished fair and even without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L Rendering 15 mm thick cement plaster in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished fair and even without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L Rendering 10 mm thick cement plaster on ceiling surfaces in cement mortar 1:3 finished fair and even without using extra cement complete including preparation of new surfaces plastered or unplastered complete all as specified and directed by Engineer-in-Charge.

M & L preparation of newly plastered or unplastered surfaces of wall by mechanical method i.e. Electric grinder and applying two coats of distemper oil emulsion white/ tinted with a wall care putty finished surface over one coat of primer by mechanical roller / hand roller complete all as specified and directed by Engineer in Charge.

M & L preparation of newly plastered or unplastered surfaces of ceiling by mechanical method i.e. Electric grinder and applying two coats of distemper oil emulsion white/ tinted with a wall care putty finished surface over one coat of primer by mechanical roller / hand roller complete all as specified and directed by Engineer in Charge.

M & L for preparation of newly plastered or unplastered surfaces of walls, soffits/facia of chajja/roof slab etc and applying two coats of cement base paint complete all as specified and directed by Engineer in Charge. Note : Curing of surface will be carried out as per Para 15.15.3 of SSR Part-I.

Demolition of cement concrete (Un-reinforced) in ground floor and paving n.exc 15 cm thick (below or above ground level) complete all as specified and directed by Engineer in Charge.

M&L Cement concrete 1:5:10 type E2 using 40 mm graded stone aggregate as in foundations, filling in sunken slab and mass concrete complete all as specified and directed by Engineer in Charge.

M&L 40mm thick PCC 1:2:4 type B-1 (Using 20 mm graded aggregate), as in flooring complete all as specified and directed by Engineer-in-Charge.

M&L rendering 5 mm thick rough cast plaster over 10mm thick C:M 1:4 on fair face of brick or concrete surface complete all as specified and directed by Engineer-in-Charge.

M&L for Washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings complete all as specified and directed by Engineer-in-Charge. (Paymentfor providing grooves shall be made separately).

M&L for Forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per pecifications and direction of the Engineer-in-charge

M&L preparation of newly plastered surfaces of walls etc. and applying two coats of white wash complete all as specified and directed by Engineer in Charge.

Dismantling posts or struts (Wood, Steel or RCC) of any section, including taking out embedded portion in concrete, brick work etc and making good the disturbed ground complete all as specified and directed by Engineer in Charge.

Dismantling barbed wire mesh / chain link fencing wire of any type of posts complete all as specified and directed by Engineer in Charge.

Excavation in post holes (or similar holes) each n. exc 0.5 cum getting out in soft/loose soil returning filling in and ramming earth or broken rubble mixed with earth around in layer not exc 25cm watering and removing surplus soil to a distance not exc 50mtr and making good surface all as specified`and directed by Engineer in Charge.

M&L for PCC 1:3:6 type E2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed by Engineer in Charge.

S&F rolled steel section as in posts and struts in fencing, fixed independently, without connecting plates etc conforming to Fe-290 Gde E-165 quality including cutting tops to shape as directed, drilling holes, notching for wire etc, flat iron fillets including all necessary drilling, bolting etc and similar work complete all as specified and directed by Engineer in Charge.

All as per item No 16 here-in-before but fixing only complete all as specified and directed by Engineer in Charge.

Supply only mild steel galvanized chain link fencing of any size or type complete all as specified and directed by Engineer in Charge. Note: The weight of chain link fencing shall be ascertained by BOO as ordered by GE and payment shall be made accordingly. BOO duly countersigned by GE shall be enclosed with final bill.

Fixing only chain link fencing including line wires(steel wire), any mesh, size and type to any type of standards, rails, straining bolts etc including provision of binding wire compete all as specified and directed by Engineer in Charge. Note : Supply of chain link and line wire shall be measured and paid seperately.

Supply only mild steel screw bolts machine made with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut shank size 11mm to 15mm dia and n. exc. 5cm long complete all as specified and directed by Engineer in Charge.

S&F Galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standrd rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc (each line wire to be measured) complete all as specified and directed by Engineer in Charge.

All as per item No 97 here-in-before but fixing only complete all as specified and directed by Engineer in Charge.

S&F Mild steel framed work as in doors or gates of flat, angle, rolled or other section partly ornametal, design in gusset plates, braces etc but without coverings including all necessary welding and / or revetting etc misc pintle and similar work conforming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-Charge.

Supply only mild steel in flat, round or square bars, in available length in FE 410-W (Gde E-250) quality -A complete all as specified and directed by Engineer in Charge.

S & F 60mm thick precast interlocking paving blocks factory casted using grey cement and no pigment, machine pressed and of any shape hexagon/ triangular/ zigzag/ I-shaped etc as directed having compressive strength not less than 350 Kg/ Sqcm M-35 grade conforming to IS-15658-2006 and laid over complete all as specified and directed by Engineer-in-Charge.

M&L for hardcore of broken bricks of gauge not exceeding 63mm deposited, spread and leveled in layers not exceeding 15cm thick, watered and rammed to true surface complete all as specified and directed by Engineer in Charge.

M&L for PCC 1:4:8 type D2 as in sub base (using 40 mm graded stone aggregate) complete all as specified and directed by Engineer-in-Charge.

Supply only integral water proofing compound complete all as specified and directed by Engineer in Charge.

S & F 80mm thick precast coloured interlocking paving blocks factory casted using grey cement and no pigment, machine pressed and of any shape hexagon/ triangular/ zigzag/ I-shaped etc as directed having compressive strength not less than 400 Kg/ Sqcm M-40 grade conforming to IS-15658-2006 and laid over complete all as specified and directed by Engineer-in-Charge.

M & L for (factory casted, rubber moulded) pre-cast cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in kerb stone of any size or any thickness with plain fair faces, smooth finish, including chamfering, weathering, throating etc set in cement mortar 1:4, including necessary form work and excavation & earth work for embedding kerb stone at a depth as directed & temping around kerb stone and removal of surplus soil to a distance n.exc 50 metre & depositing where directed complete all as specified and directed by Engineer-in-Charge.

M&L PCC 1:2:4 type B-1 (Using 20 mm graded aggregate), as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

M & L for sand filling with river washed and screened dry fine sand as in under floors or in foundations including watering, well ramming and consolidation complete all as specified and directed by Engineer-in-Charge.

M&L for Brick work using fly ash bricks (old size), straight or curved on plan to any radius in half brick thick built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

M&L for providing precast cement concrete type B-0, 1:2:4 (using 12.5mm graded crushed stone aggregate) as in louvers and jallies, 25 mm thick, measured solid including all moulding but excluding frame and set in cement mortar 1:4 complete all as specified and directed by Engineer in Charge. Note :- A Sum of Rs. 25,285.00 will be deducted on account of credit for dismantling/ demolished/ taking down material. Please refer detail on srl page No. 31 (Schedule of credit) of Tender Documents.

M/S RAJESH KUMAR and CO.

NEW AMRITSAR CONSTRUCTION COMPANY