PROVN OF STORE SHELTER FOR CARRYING OF UNIT RATION AT 11 SEC RR CAMP AND PROVN OF ATTCH TOILETS FOR TPS AT 11 SECT CHANDERKOTE UNDER AGE (I) BHALRA

Amount

Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out soft/loose soil complete all as specified and directed by Engineer-in-Charge

Excavation over area n .exc 1.50m deep and getting out in any type of soil.by mechanical means including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed by Engineer-in-Charge

M & L for hardcore of guage exc 63 mm but n.exc 100 mm deposited spread and levelled in layers n.exc 15 cm thick watered and rolled/rammed to a true surface with broken bricks complete all as specified and directed by Engineer-in-Charge

M & L for cement concrete in foundation filling, subbase and mass concrete type D2 1:4:8 (40 mm graded aggregate) complete all as specified and directed by Engineer-in-Charge

RCC M-25 Design mix as in foundations including raft footing, foundation beam and plinth beam , bases of column complete all as specified and directed by Engineer-in-Charge

RCC M-25 Design mix as in column, pillar, piers, post and struts etc complete all as specified and directed by Ebgineer-in-Charge

M&L RCC M25(Design mix)Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engineer-in-Charge

Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified and directed by Engineer-in-Charge

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

M & L for Steel reinforcement TMT bars 10 mm dia and over cut to length, bent to shape and tying with annealed MS wire 0.9mm dia complete all as specified and directed by Engineer-in-Charge

ditto as per item above but 8mm complete all as specified and directed by Engineer-in-Charge

Use and waste form work to sides and soffits of floor or roof beams, lintel, cantilevers, shelves etc. including support of rough finished surfaces complete all as specified and directed by Engineer-in-Charge

Formwork to sides of concrete Fdn ,footing ,base of column and raft beam sides and soffit of plinth beam complete all as specified and directed by Engineer-in-Charge

Formwork to sides of pillar, post , struts, piers , column square ,rectangular or polygonal rough finished surface of concrete complete all as specified and directed by Egineer-in-Charge

M & L for Brickwork with subclass `B' bricks, straight or curved on plan exc 6 m mean radius in cement mortar 1:4 complete all as specified and directed by Egineer-in-Charge

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

M&L for Rendering 15 mm thick cement plaster in cement mortar (1:4) on other than fair faces of brick work and surfaces to be finished even and smooth without using extra cement all as specified.(incl all necessary scaffolding, lifting arrangement) complete all as specified and directed by Engineer-in-Charge

M&L two coats of cement based paint on newly plastered surface including preparation complete all as specified and directed by Engineer-in-Charge

M&L for two coats of oil bound distemper of wall to newly plastered surfaces including preparation of surfaces complete all as specified and directed by Engineer-in-Charge

S&F Pre -painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 MPa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge

S&F Pre -painted galvalume aluminum zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 MPa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge

S&F for structural steel works of Fe 410W (Gde E 250) quality A, as in Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. including painted one shop coat of zinc chromate/red oxide primer paint (including preparation of surface) before fabrication complete all as specified and directed by Engineer-in-Charge

Painting to steel surfaces of any description over 10 cm in width or girth not otherwise described for two coat of synthetic enamel paint over a coat of red oxide, zine chrome complete all as specified and directed by Engineer-in-Charge

S&F Pressed steel frames for door (Factory made) out of 1.25 mm thick black MS sheet, with one or more rebates including necessary fixing lugs, butt hinges, lock strike plate, etc. complete, size of frame 105x60mm incl bottom of each chowkat to be welded with 2 Nos 25x25x3 mm thick flat iron projecting 10 cm on either side and back fill to chowkats with PCC 1:3:6 type C0 using 12.5 mm graded crushed stone aggregate including one shop coat of red oxide primer complete all as specified and directed by Engineer-in-Charge Note: PCC 1:3:6 type C-O as in backfill will be paid separately.

S&F box type steel windows/Ventilator (factory made) outer frame made out ERW tube 'P' section 65X45X25 mm and shutter of ERW tube 'P' section 50mmX35mmX20mm openable (double shutter) with glazed shutter on extrernal side and gauzed shutter on internal side including steel pintel hinges steel handle 100 mm long mild steel tower bolt 02 nos on each shutter stopper of 'Z' section and its locking arrangement and mild steel hook and eyes suitable for fixing cooler /AC window complete all as specified and directed by Engineer-in-Charge and shown on drgs No CEPZTD-324/07 Sh 1/3 to 3/3 Note:- The quoted rate a shall also include (i). One shop coat of zinc chromate primer on all exposed surface and one coat of tar on the ends of steel surface in contact with bricks / concrte surface (ii) 4 nos MS steel lugs made of 20X5 mm Iron flat 200 mm long iii)10 mm Sq Bar grill/guard bar design as per drawing (iv) PCC block for embedding lugs

M&L cement concrete 1:3:6 type C-O using 12.5mm graded stone aggregate as in backfill of pressed steel door frames complete all as specified and as directed by the Engineer-in-charge.

M&L for PCC 1:2:4 type B1 using (20 mm graded aggregate) as in blocks for hold fasts, benching, coping apex stones, bed plates and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by Engineer-in-Charge Note : From work required for these item included in the unit rate of this item.

S&F for 35 mm thick 2nd class hard wood plain framed, panelled shutter (two panel) of factory made with lock rail and panel of 12 mm thick veneered particle board with commercial veneering on both faces including wooden beads on both sides, one coat of pink primer. The size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated complete all as specified and directed by Engineer-in-Charge

M & L for preparation of new wood or wood based surface and applying two coats of synthetic enamel paint over one coat of pink primer, complete all as specified and directed by Engineer-in-Charge

S&F Aluminium handle cast type, anodised size 150mm long complete all as specified and directed by Engineer-in-Charge

S&F Aluminium anodised barrel tower bolts, with bright bolt and fixed 200mm complete all as specified and directed by Engineer-in-Charge

S&F 300 mm Aluminium 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-aluminium alloy and fixed complete all as specified and directed by Engineer-in-Charge

S&F 3 mm thick sheet glass ordinary quality glazing with steel pins, oil putty to steel windows and beads nails etc. to wooden surfaces as in square n exc 0.50 sqm in each pane, complete all as specified and directed by Engineer-in-Charge

S&F Galvanised mild steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks,or galvanised wire staples complete all as specified and directed by Engineer-in-Charge

S&F 4mm thick of size 605X605 mm ,White pre-premiered, self embossed, Reinforced Designer Board for false ceiling Conforming to IS-14862 and ISO-8336:1993. As per specification under mention: (i)GI section frame work (POWDER COATED) for white, pre-premiered, self embossed, reinforced designer board consisting of perimeter wall angle 19mmX19mmX0.45mm, cross 'Tee' 28.6mm (web)X 24mm flange .33mm thick powdered coated main tee 38(Web) X24mm flange 0.33mm thick. wall angle screwed fixed to brick wall/partition wall/concrete/RCC with the help of nylon sleeves and screws @ 610 mm C/C , Then suspending GI main 'Tee' in both directions by means of hangers with alignment @ 1220mm C/C to soffits. To from grid of 610X610mm cross Tee shall be provided @ 610mm C/C in both directions. Suitable provisions shall be made for fixing the recessed/surface mounting light fittings if any, complete all as specified and directed by Engr-in-Charge.

M&L 75 mm thick PCC type C2 1:3:6 (40mm graded aggregate) as in Plinth protection filled with mastic filling and 10 mm wide joints between the walls and plinth protectin shall be filled with mastic filling complete all as specified and directed by Engineer-in-Charge

M&L for 100 mm thick PCC 1:4:8 type D-2 (using 40mm graded aggregate) for sub base in flooring complete all as specified and directed by Engineer-in-Charge

M&L for 25 mm thick PCC 1:2:4 type B-1 (using 20mm graded aggregate) for subbase flooring complete all as specified and directed by Engineer-in-Charge

M&L for machine cut kota stone slab flooring 20-25 mm thick laid over and including cement screed base 15 mm thick in cement mortar 1:6, including cutting as required, rubbing and polishing to granite finish over complete all as specified and directed by Engineer-in-Charge

M&L for machine cut kota stone slab 20-25 mm thick as in riser of steps, skirting, dado and pillar laid over and including rendering of 10 mm thick in cement morter 1:3 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including cutting as required, rubbing and polishing to granite finish complete all as specified and directed by Engineer-in-Charge

M & L for brick work with sub class B bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:4 completed all as specified and directed by Engineer-in-Charge.

M&L for providing 75 mm thick PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in sub base of flooring completed all as specified and directed by Engineer-in-Charge.

M&L for providing 25 mm thick PCC 1:2:4 type B0 (using 12.5 mm graded stone aggregate) as in flooring receiving screed bed completed all as specified and directed by Engineer-in-Charge.

M & L for Non-skid ceramic coloured tiles 7 to 8mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm,in floor etc, set and jointed with neat cement slurry and pointed in white or coloured cement to match including 10mm thick screed bed for laying floor finish in CM 1:4 completed all as specified and directed by Engineer-in-Charge.

M & L Coloured Glazed ceramic tiles 350 x 450 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 plastering on wall surface to receive dado tiles in CM 1:4 completed all as specified and directed by Engineer-in-Charge.

M&L solid PVC door frame of size 50mmX47mm made out of 5mm plain colour PVC foam sheet meter cut to two corner and jointed with 2 nos of 1500mm long bracket of 15x15 squre tube .the two vertical door profile are to be reinforced with 19x19mm squre tube of 19 gauge EPDM rubber gascut weather seal to be provided through out the frame frame shall be fixed to wall using 65x100mm long ms screw through the frame by using PVC fasterner (inc hold fast)and minium of 4 nos of screw to be provided for each vertical member & 2 nos for horzintal completed all as specified and directed by Engineer-in-Charge.

S&F factory made single piece solid panel PVC door shutter 30mm thick style consisting of frame made out of MS tubes for top & bottom rails MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20mm width struck inside with solvent cement forstyle and plain colour PVC sheets for top rail, lock rail and bottom rail on either side and as gap insert for top rail and bottom rail, panelling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the styles & rails with suitable PVC sheet beading and jointed together with solvent cement supply & fixing in the frame at site completed all as specified and directed by Engineer-in-Charge.

S&F butt hinges medium weight cold rolled mild steel and fixed of size 100mm completed all as specified and directed by Engineer-in-Charge.

S&F 150mm cast type Aluminium anodised handles completed all as specified and directed by Engineer-in-Charge.

S & F 200mm Aluminium anodised barrel tower bolts of extruded section and fixed as specified and directed by Engr in charge.

S & F steel ventilators with top hung shutter including hinges, steel peg stay, completed all as specified and directed by Engineer-in-Charge.

M&L sheet glass ordinary quality and glazing with oil putty in square n. exc 0.50 sqm each pane 3 mm thick completed all as specified and directed by Engineer-in-Charge.

M&L15mm thick plastering in cement & sand mortar 1:4 on fair faces of brick work or concrete surfaces, finished with sand faced plaster completed all as specified and directed by Engineer-in-Charge.

M&L for preparation of new plaster surface & apply two coats of cement based paint over a coat alkali primer resistance completed all as specified and directed by Engineer-in-Charge.

S&F vitreous china wash down water closet (pedestal pattern) white including fixing bolts and connecting to drain pipe, including seat cover plastic flat bottom and MS Chromium plated hinging device and connection to flush pipe, anti symphonic pipe etc complete as directed by Engineer-in-Charge.

S & F10 litres capacity PVC valveless , syphonic action type flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets completed all as specified and directed by Engineer-in-Charge.

S&F vitreous china wash hand basin white flat back of size 550x400 mm including bracket, (pedestal pattern )cutting for and pinning the ends of brackets or erecting stands inclusive of waste pipe but including brass chromium plated waste coupling with long screwed sank and fly nuts complete all as specified completed all as specified and directed by Engineer-in-Charge.

S&F aluminium anodised tubular towel rail 20 mm dia, D type, and 600mm long with brackets completed all as specified and directed by Engineer-in-Charge.

S&F toilet paper holder box type completed all as specified and directed by Engineer-in-Charge.

S&F Hand Shower (Health Faucet) (ABS Body) mild steel chromium plated suitable for 15mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position completed all as specified and directed by Engineer-in-Charge.

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

M&L 75mm dia PVC (SWR) floor trap, plain with grating including jointing with solvent cement completed all as specified and directed by Engineer-in-Charge.

S & F for PVC connections 15mm size with PTMT nuts of length 600mm completed all as specified and directed by Engineer-in-Charge.

S&F galvanised medium grade steel tubing 20mm bore with all fittings fixed with walls completed all as specified and directed by Engineer-in-Charge.

S&F galvanised medium grade steel tubing 15mm bore with all fittings fixed with walls and inside wall and floor completed all as specified and directed by Engineer-in-Charge.

S & F 15 mm bore bib taps, fancy type chromium plated cast copper alloy with crutch or butterfly handle, screwed for iron pipe or for brass ferrule completed all as specified and directed by Engineer-in-Charge.

S & F 15 mm bore stop valves/angle valve, CP Fancy type screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for union completed all as specified and directed by Engineer-in-Charge.

S & F 15 mm bore pillar taps, fancy type chromium plated cast copper alloy with capstan head screwed down high pressure with or without lettered hot or cold long screwed shanks and fly nuts screwed for iron pipe and fixed completed all as specified and directed by Engineer-in-Charge.

S & F 20 mm bore stop valves, cast copper alloy screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for union completed all as specified and directed by Engineer-in-Charge.

S&F PVC (SWR) P trap 110/110 mm bore all as spfd. completed all as specified and directed by Engineer-in-Charge.

Rotational moulded polyethlene water storage tanks (cylindrical vergical with closed top) hoisted and fixed in position all as specified in SSR Part I,capacity of water tank 500 Ltr completed all as specified and directed by Engineer-in-Charge.

M&L 75mm PCC 1:3:6 type C2 using 40mm graded stone aggregate as in plinth protection ,foot path and hard standing completed all as specified and directed by Engineer-in-Charge.

S&F PVC SWR pipes 75 mm bore single socketed in any length with rubber ring joint fixed to wall or laid in trenches or in floors with steel clamps completed all as specified and directed by Engineer-in-Charge.

S & F (PVC (SWR) pipe 110 mm bore single socketed in any length with rubble ring joints as in weep holes all as directed by Engr -in-Charge.

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

Returning, filling incl spreading levelling watering and well ramming in layers n exc 25 cm thick each layer completed all as specified and directed by Engineer-in-Charge.

Excavation over areas not exc 1.5 mtr deep and getting out in any type of soil(Soft/Loose &hard/dense soil) completed all as specified and directed by Engineer-in-Charge.

Excavation over areas exc 1.5 mtr but n exc 3mtr in depth and getting out any type of soil any type of soil(Soft/Loose &hard/dense soil) completed all as specified and directed by Engineer-in-Charge.

Excavation in trenches n exc 1.5m wide and n exc 1.5m deep for foundation etc or for shafts n.ecx 10 Sqm on plan and n.exc 1.5m in depth and getting out in any type of soil completed all as specified and directed by Engineer-in-Charge.

M&L for broken stone 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 in broken Stone/boulders completed all as specified and directed by Engineer-in-Charge.

M&L for broken bricks 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 in broken brick bats as specified and as directed by Engineer in charge.

PCC 1:4:8 type D-2 (using 40 mm graded crushed stone agg) as in foundation, filling and mass concrete, completed all as specified and directed by Engineer-in-Charge.

M&L for brick work with sub class ‘ B’ bricks straight or curved on plan exc 6 m mean radius built in CM 1:4 completed all as specified and directed by Engineer-in-Charge.

M&L for brick work with sub class ‘ B’ bricks in one brick thick honey comb work built in CM 1:4 completed all as specified and directed by Engineer-in-Charge.

M&L for rendering 20 mm thick in CM 1:3 on fair face of brick work surfaces finished even and smooth without using extra cement complete completed all as specified and directed by Engineer-in-Charge.

M & L for TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips completed all as specified and directed by Engineer-in-Charge.

M&L for precast cement concrete type B-1 (1:2:4) using 20 mm graded stone aggregate as in cover slab ,manhole cover etc set in CM 1:4 all as specified and as directed by Engineer-in-Charge

M&L for forming fair finished drain or channel 45cm inner girth in cement concrete, using extra cement including forms moulds, mitred/stopped ends etc complete all as specified and directed by Engineer in charge.

Returning filling including spreading, levelling, watering and wellramming in layers n.exc 25 cm thick in soft/loose soil completed all as specified and directed by Engineer-in-Charge.

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

S&F for point wiring with multistranded copper conductor of size 1.5 sqmm PVC insulated unshearthed FRLS cable in and including PVC casing capping and assessories of suitable size including 1.50 Sqmm copper earth wire (green Colour) FRLS cable as earth continuity conductor connected to main earthing and common earth terminal for one light point or fan point or bell point controlled by one No. one way switch using cable of diffrent inculation colour for colour coding including 3 mm thick laminated sheet cover, mild steel or cast iron boxes including making good to disturbed surface of wall/floor, complete all as specified and directed by Engineer-in-Charge.

All as per the description of Srl item No. 01 here in before but for one 3 pin socket outlet 5 Amp on same board complete all as specified and directed by Engineer-in-Charge.

Supply and fixing LED light fitting 1x20W, 220V, AC decorative box type with driver, holder incl LED tube light connecting up with three core felixble copper conductor cable of suitable size from ceiling rose complete all as specified and directed by Engineer-in-Charge.

S&F for switch piano flush tupe 5/6 Amp flush type complete all as specified and directed by Engineer-in-Charge.

S&F in repair Socket outlet 2 in 1 3 pin 5/6 Amp flush type complete all as specified and directed by Engineer-in-Charge.

S&F MCB DB 4-Way single door 240 v for sheet steel, phosphastised, Powder painted MCB DBs with Bus Bar, Neutral Link, earth Bar and din Rail (In accordance with IS-13032, IS 8623, IEC/BSEN 60439-3) complete all as specified and directed by Engineer-in-Charge.

S&F MCB SP 6-32 AMP 'C' series 240V 50Hz 10 KA suitable for lighting and other domistic loads complete all as specified and directed by Engineer-in-Charge.

S&F MCB SPN 32 Amps 'C' 240V 50Hz 10 KA suitable for lighting and other domistic loads complete all as specified and directed by Engineer-in-Charge.

S&F through pipe 1100 V grade heavy duty cable PVC insulated alumunium stranded conductor served with an inner sheating of PVC tape and overall PVC sheathed in service connection suspended by insulating hangers not more than 1 MTR apart including 4MM suspension wire one twin core 16 Sqmm soild conductor complete all as specified and directed by Engineer-in-Charge.

S&F of LED Buld 9 watt in white colour with maximum Lemen output (LM) 410 K, complete all as specified and directed by Engineer-in-Charge.

S&F Lamp holder, PVC/Polycabonate type with cord grip cap suitable pendant fittings

S&F Ceiling rose surface bakelit 65x50MM of suitable terminals complete all as specified and directed by Engineer-in-Charge.

M S BANSI LAL CONSTRUCTION CO (BID ID -3411046)

M/S MAHALUXMI BUILDERS (BID ID -3410113)