PROVN OF 1 CONCRETE STRUCTURE SECURITY POST WITH SEARCH LIGHT, LMG POST NEAR BASKET BALL GROUND AT SEA SITE AND PROVN OF SHED WITH ALLIED SERVICES FOR WASTE PROCESS FACILITY AND DEMOLITION OF MAST P22-3 UNDER AGE B/R 1, KAVARATTI LAKSHADWEEP

Amount

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

Excavating in trenches n exc 1.5m wide and not exc 1.5m in depth for foundation and getting out in hard/dense soil complete all as specified & directed by Engineer-in-Charge.

Material and labour for plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified & directed by Engineer-in-Charge.

M&L Pre -cast cement concrete block masonary with solid blocks exc 10 cm in width type C-1 1:3:6 (20mm graded aggregate) set in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

M & L RCC M-30 design mix ( 20mm graded aggregate) as in foundation, including rafts footings, foundation beam, plinth beam, bases for columns etc complete all as specified and directed by Engineer-in-Charge.

M & L RCC M-30 design mix ( 20mm graded aggregate) as in column, pillars, post and struts etc complete all as specified and directed by Engineer-in-Charge.

M & L RCC M-30 design mix ( 20mm graded aggregate) as in beam, lintels over 1.5m span etc complete all as specified and directed by Engineer-in-Charge.

M & L RCC M-30 design mix ( 20mm graded aggregate) as in roof slabs, shelves etc complete all as specified and directed by Engineer-in-Charge.

M&L for 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 of rough finished surface of concrete complete all as specified by Engineer-in-Charge.

M&L for formwork to sides of concrete for roof slabs, shelves etc for flat rough finished surface of concrete complete all as specified and directed by Engineer-in-Charge.

M&L for formwork to sides of concrete for columns, pillars etc for flat rough finished surface of concrete complete all as specified and directed by Engineer-in-Charge.

M&L for formwork to sides of concrete for soffits of roof beams similar works vertical or to better of rough finished surface of concrete complete all as specified and directed by Engineer-in-Charge.

M&L for TMT (CRS) bar of 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 quality confirming to requirement complete all as specified and directed by Engineer-in-Charge.

M&L for TMT (CRS) bar of 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders etc complete all as specified and directed by Engineer-in-Charge.

M&L for hard core of gauge n.exc 63mm with broken stone or boulders, deposited, spread and levelled in layers n.exc 15 cm thick watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.

M&L for 75mm thick PCC (1:3:6) type C2 (using 40mm graded aggregate) as in plinth protection laid in alternative bays finished even and smooth without using extra cement including making 10mm wide groves to full depth at 3 mtrs interval and at every change of direction and filling the groves with mixture of bitumen and sand mixed in the ration of 1:3 by weight and top 10 mm depth sealed with sealing compound grade `A' complete all as specified and as directed by Engineer-in-Charge.

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

M&L for 75mm thick PCC 1:2:4, type B-1, (20mm graded stone aggregate) as in floors complete all as specified and as directed by Engineer-in-Charge.

M&L Rendering 10mm thick cement plaster on other than fair faces of concrete surface (ceiling) in cement mortar (1:3) is to be finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L Rendering 10mm thick cement plaster on other than fair faces of brick/stone surfaces in cement mortar (1:6) is to be finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L Rendering 15mm thick cement plaster on other than fair faces of brick/stone surfaces in cement mortar (1:4) finished even and smooth without using extra cement including mixing of water proofing compound complete all as specified and directed Note : WPC will be measured and paid separately by Engineer-in-Charge.

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

M&L for preparation of new plastered surfaces and applying three coats of white wash on wall surface complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of new plastered surfaces of ceiling and applying three coats of white wash complete all as specified and directed by Engineer-in-Charge.

M&L Preparation of new plastered surfaces and applying two coats of cement base painting including a coat of primer complete all as specified and directed by Engineer-in-Charge.

Returning, filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard/dense soil complete all as specified & directed by Engineer-in-Charge.

Removing excavated material n exc 50m distance and deposited where directed at a lavel n.exc 1.5m above the starting point complete all as specified & directed by Engineer-in-Charge.

Point wiring with PVC insulated unsheathed and multistranded copper conductor cable ISI marked, 1100 volt grade. FRLS of size 1.5 Sqmm drawn in and including concealed PVC rigid conduite of size not less than 20mm dia with suitable MS terminal boxes (not less than 1mm thick) with PVC insulated unsheathed stranded copper conductor of size 1.5 Sqmm as earth wire connected common earth dolly as specified for one light point controlled by one switch for light/Fan complete all as specified and directed by Engineer-in-Charge.

All as per item No. 28 here in before but one 3 pin 5 amps switch sockets on independent board complete all as specified and directed by Engineer-in-Charge.

S&F switch piano flush type single pole one way 6 amps complete all as specified and directed by Engineer-in-Charge.

S&F switch socket combination 2 in 1,6A flush type complete all as specified and directed by Engineer-in-charge.

Supply and fixing ceiling fan complete with blades, down rod, electronic regulator and accessories, 230 V, 1200 mm sweep. Min air delivery 210 CFM with service value 6.00 BEE. Five star rated with brushless direct current motor (BLDC) complete all as specified and directed by Engineer-in-Charge.

Supply and fixing LED lights fitting 1x 22W, 220V, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete Supply and fixing LED lights fitting 1x 16W, 220V, complete all as specified and directed by Engineer-in-charge.

S & F watch tower water proof remote operated halogen search light (heavy duty) voltage AC 220 -240 V, 50-60 Hz, lamp 1000 W, aluminium sheet enclosure, mirror polished heavy duty long range glass reflector with front openable aluminium ring and clear heat resistance toughened glass for halogen lamp fitting suitable for horizontal and vertical movement. Remote operated search light rotate 340 degree horizontal and 90 degree vertical with approx range of 600 - 800 mtrs complete all per manufacturer instructions and all as specified & directed by Engr-in-charge. Make: AJMERA or equivalent make & specifications as approved by Accepting Officer.

S&F ceiling rose three terminals polycarbonate isolated body complete all as specified and as directed by Engineer-in-charge.

S & F double door, sheet metal enclosure powder coated MCB DB SPN 4 way with 200 Amps rated bus bar, 240 volt, horizontal type, IP 43 protection, flush in walls including making good of disturbed surface to match with existing surface complete all as specified and as directed by Engineer-in-charge.

SS& F MCB SPN 32 amps, 240 volts,10 KA complete all as specified and as directed by Engineer-in-Charge.

S& F MCB SP, 5 amps to 32 amps, 240 volts,10 KA complete all as specified and as directed by Engineer-in-charge.

Excavation in trenches n. exc 1.5 m in depth and not exc 1.5 m wide for foundation or pole or laying of cable and getting out in soft/loose soil complete all as specified and directed by Engr-in-Charge.

Supply and laying cable XLPE insulated screened PVC bedded galvanised steel strip or wire armoured electric power cable (heavy duty), LT 1100 Volts grade with stranded aluminium conductor of sizes 16 sqmm 4 core complete all as specified and directed by Engr-in-Charge.

Material and labour for sand cushioning with sand in two layer, first layer of 80 mm thick before laying of cable and second layer of 150mm thick after laying of cable in trenches/ ducts for cable inclding consolidation of each layer complete all as specified and directed by Engineer-in-Charge. Note: Thickness of sand cusioning shall be measured after punning complete all as per specification by Engr-in-Charge.

supply and Laying unreinforced precast concrete cable cover class LV type I, flat size of size 250x150x40 mm for LT Cable all sizes complete all as specified and directed by Engineer-in-Charge.

Earthing complete with galvanized iron earth plate electrode 60cmx60cmx6mm thick burnied directly in ground (earth pit not less than 2.25 mtr deep below normal ground level) with top edge of plate not less than 1.5 mtr below ground level connecting to the Galvanised iron earth lead strip 32x6 mm size, by means nut, bolt, check nuts and washer of galvanised iron from earth electrode to test point i.e up to 7.5m and 32x6 mm size, by means as earth lead protected by provision of GI light grade pipe 40 mm bore incl provn of concrete pit in PCC (1:2:4) type B-1 using 20mm graded stone aggregate with 40mm thick cover of RCC (1:2:4) reinforced (weight not less than 4Kg/Sqm) and frame of angle iron 25x25x6mm with lugs 2 nos and with 6mm dia MS bar handle made to shape , GI light grade 20mm bore pipe for watering perforated at bottom 1.75 mtr long placed on top edge of earth plate, common salt and charcoal filling, test point with fixing arrangement CI funnel wire mesh and earth work in hard/dense soil, returning filling in and removal of surplus soil to a distance not exc 50 mtr all as per electrical plate No.3 of SSR Part I and connecting to earth test point including testing on completion complete all as specified and as directed by Engineer-in-Charge.

M&L PCC (1:3:6) type C2 (using 40mm graded aggregate) as in bed to drain pipe , 110mm bore including packing under & hauching against the sides of pipes after they are laid tested including necessary shuttering and support to concrete complete all as specified and as directed by Engineer-in-Charge.

S & F PVC SWR pipe 110mm dia single socketed in any length laid in trenches or floor complete all as specified and directed by Engineer-in-Charge.

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required complete all as specified and directed by Engineer-in-Charge.

S&F 20 mm outer dia of CPVC pipes SDR 11 and plain CPVC SDR 11 fittings on walls/ceiling or laying in floor including all pipe fittings such as ends, elbows, unions, tee,reducing tees, adoptors, sockets, plugs hose clips etc and fixing cutting through walls, floors and their making good or layilng in trenches and also cutting, screwing and wastge, Including taking down old pipe complete all as specified and directed by Engr-in-Charge.

S&F 25 mm outer dia of CPVC pipes SDR 11 and plain CPVC SDR 11 fittings on walls/ceiling or laying in floor including all pipe fittings such as ends, elbows, unions, tee,reducing tees, adoptors, sockets, plugs hose clips etc and fixing cutting through walls, floors and their making good or layilng in trenches and also cutting, screwing and wastge, Including taking down old pipe complete all as specified and directed by Engr-in-Charge.

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

S&F for 25mm Stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and directed by Engineer-in-Charge.

M& L for plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment of Fe 410-W(Gde-E-250 Quality -A) complete all as specified and directed by Engineer-in-Charge.

Supply and fix mild steel bolt , nut, washer (machine made) with hexagonal head at one end and screwed the other end, each screw end to be fitted with two washers and one nut hexagonal, dia of neck 16 to 20 mm, length of bolt 100mm to 150mm, complete all as specified and directed by Engineer-in-Charge.

S&F mild steel as in vertical posts, roof trusses (framed), trussed, purlins, fastenings and heavy brackets framing (Beam, tee, angle, channel or flat sections) including distance pieces similar work conforming to Fe 410W complete all as specified and directed by Engineer-in-Charge.

S & F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.11611979 grade St.-240 complete all as specified and directed by Engineer-in-Charge.

S & F Pre painted galvanume aluminium zinc coating GI based corrigated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/clading to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.

S & F Pre painted galvanume aluminium zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/clading to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.

S & F wind ties for roof including securing bolts; posts & struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; similar work conforming to Fe 290 or E-165 complete all as specified and directed by Engineer-in-Charge.

Material and labour for two coats of synthetic enameled paint on steel and iron surfaces over one coat of red oxide primer on surfaces over 10 cm width or girth including preparation of new surfaces complete all as specified and directed by Engineer-in-Charge.

M&L for 100 mm thick pcc 1:2:4 type B1 ,20mm graded stone aggregate as in floor finished even and fair top wearing surface complete all as specified and directed by Engineer-in-Charge.

M&L Providing plain cement concrete (1:2:4) type B1, using 20mm graded stone aggregate as in road kerbs with plain fair faces including chamfers ,weathering ,throating and use of formwork as necessary (straight or curved) complete all as specified and directed by Engineer-in-Charge.

Forming contraction (Dummy ) joints 65mm deep x 10mm wide,filled with sealing compound Grade 'A' complete all as specified and directed by Engineer-in-Charge.

Supply and laying cable XLPE insulated screened PVC bedded galvanised steel strip or wire armoured electric power cable (heavy duty), LT 1100 Volts grade with stranded aluminium conductor of sizes 25 sqmm 4 core complete all as specified and directed by Engineer-in Charge.

Earthing complete with galvanized iron earth plate electrode 60cmx60cmx6mm thick burnied directly in ground (earth pit not less than 2.25 mtr deep below normal ground level) with top edge of plate not less than 1.5 mtr below ground level connecting to the Galvanised iron earth lead wire 4.0mm dia by means nut, bolt, check nuts and washer of galvanised iron from earth electrode to test point i.e up to 7.5m and 4.0mm dia by means as earth lead protected by provision of GI light grade pipe 20 mm bore incl provn of concrete pit in PCC (1:2:4) type B-1 using 20mm graded stone aggregate with 40mm thick cover of RCC (1:2:4) reinforced (weight not less than 4Kg/Sqm) and frame of angle iron 25x25x6mm with lugs 2 nos and with 6mm dia MS bar handle made to shape , GI light grade 15mm bore pipe for watering perforated at bottom 1.75 mtr long placed on top edge of earth plate, common salt and charcoal filling, test point with fixing arrangement CI funnel wire mesh and earth work in hard/dense soil, returning filling in and removal of surplus soil to a distance not exc 50 mtr all as per electrical plate No.3 of SSR Part I and connecting to earth test point including testing on completion complete all as specified and as directed by Engineer-in-Charge.

M& L for submain wiring complete with and inculding 4 runs of 4 sq mm single core FRLS PVC insulated and unsheathed multistranded copper conductor cable single core 1100 Volts grade down through and inculding PVC Condit complete all as directed with accessories and 2 run of 4 Sqmm FRLS PVC multistranded copper conductor Cable for earthing and connected to common earth dolly complete all as specified and as directed by Engineer-in-Charge Note : Four runs of 4 sqmm PVC insulated cable and two run of cable for earth and one run of PVC conduit shall be measured as one unit length.

S & F 32 amps rating 3P+N+E industrial panel mounted plug socket with IP 67 protection completer all as specified and as directed by Engineer-in-Charge.

All as per above but of capacity 63 Amps complete all as specified and directed by Engineer-in-Charge.

Supply and laying burnt bricks sub class 'B' brick for cable protection complete all as specified and as directed by Engineer-in-Charge.

Demolition of wrought iron or mild steel work of any description by cutting rivets/bolts and removing complete all as specified and as directed by Engineer-in-Charge.

M/s PATEL ENGINEERING