Provn of 02 x store room, interlocking tiles, drainage cover, covered shed and other sanctioned works at Mil Stn Fazilka

Amount

SCHEDULE 'A' SECTION I (B&R Portion)

Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth, for foundations etc or manholes, cesspits, pipes and cables etc. not exc 10 Sqm on plan and getting out in soft / loose soil all as specified and directed by Engineer - in - Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers of soft / loose soil not exceeding 25cm thick all as specified and directed by Engineer - in - Charge.

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

M&L Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete all as specified and directed by Engineer - in - Charge .

M & L form work 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 for rough finished surfaces of concrete all as specified and directed by Engineer - in - Charge.

M & L form work to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surface of concrete all as specified and directed by Engineer - in - Charge.

Form work to sides and soffits of floor or roof beams, lintels cantilevers, shelves including supports, over hangs and the like for rough finished surfaces complete all as specified and directed by Engineer – in – Charge.

M & L form work to soffits of suspended slabs such as roof slab and similar work not exceeding 200mm thick for rough finished surfaces of concrete all as specified and directed by Engineer - in - Charge .

M & L form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide for rough finished surfaces of concrete all as specified and directed by Engineer - in - Charge.

M & L Reinforced cement concrete M-25 design mix as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete and the like complete all as specified and directed.

M & L Reinforced cement concrete M-25 design mix as in columns, pillars, piers, posts and struts all as specified and directed by Engineer - in - Charge.

M & L Reinforced cement concrete M-25 design mix as in beams, cantilevers, bressummers, lintels over 1.5mtr clear span etc complete all as specified and directed by Engineer - in - Charge.

M & L Reinforced cement concrete M-25 design mix as in slabs supported on walls, beams, columns and in shelves, the like all as specified and directed by Engineer - in - Charge .

M & L mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia all as specified and directed by Engineer - in - Charge .

All as per Srl item No. 14 here in before but 5mm and over for as in stirrups, spacers and binders all as specified and directed by Engineer - in - Charge.

M&L Brick work with old size burnt fly ash bricks, straight or curved on plan exceeding 6 mtr mean radius built in CM 1:6 all as specified and directed by Engineer - in - Charge .

M & L 5mm thick rendering in Cement Mortar 1:3 on fair faces of brick work or concrete surfaces of ceiling finished even and smooth without using extra cement complete all as specified and directed by Engineer - in - Charge .

M & L three coats of white wash including preparing new plastered or unplastered surfaces of ceiling complete all as specified and directed by Engineer - in - Charge.

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

M & L three coats of white wash including preparing new plastered or unplastered surfaces of walls complete all as specified and directed by Engineer - in - Charge.

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

M & L applying two coat of cement base paint on new plastered surfaces of walls including preparation of surfaces complete all as specified and directed by Engineer - in – Charge.

M & L for broken bricks hard core of gauge not exceeding 63mm, deposited, spread levelled in layers n exc 15 cm thick, watered and rammed to a true surface all as specified and directed by Engineer - in - Charge.

M & L for 50mm thick cement concrete type C-2 (1:3:6) using 20mm graded stone aggregate as in plinth protection etc finished even and smooth without using extra cement all as specified and directed by Engineer - in - Charge.

S & F glass dividing strips, 3mm thick, 38mm width and inserted in position to conform to design all as specified and directed by Engineer - in - Charge.

M&L Continuous brick edging using old size burnt clay bricks of sub class B; with width equal to width of brick laid dry on end vertically (including necessary earthwork & embedding bricks in the ground) all as specified and directed by Engineer - in - Charge.

M&L 18-20 mm thick machine cut kota stone slab (table rubbed and polished) as in flooring laid over and including 15mm thick screed bed or bedding layer in CM (1:4), set and jointed with grey cement slurry mixed with pigment to match the shade of slab including cutting, rubbing, grinding and mirror polishing upto desired satisfaction of Engr in charge complete all as specified and directed by Engineer-in-charge.

All as per Srl item No. 27 here in before but for vertical surfaces over screed 10mm thick in cement mortar 1:3 all as specified and directed by Engineer - in - Charge.

M&L for marbles tiles 18-20 mm thick machine cut, bedded jointed and pointed with grey cement slurry including cutting and polishing type of makrana white and incl 20mm thick screed bed or bedding layer of cement mortar 1:4, all as specified and directed by Engineer-in-charge.

M & L for 75mm thick cement concrete type D-2 (1:4:8) using 40mm graded stone aggregate as in sub floors, sub bases etc all as specified and directed by Engineer - in - Charge.

S & F pressed steel door frames with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc, size of frame 105X60mm , complete all as specified and directed by Engineer - in – Charge .

M & L cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in lintels up to 1.5 m clear span, seismic and other similar bands, benching, coping, bed blocks, apex stones and kerbs etc including use of necessary form work all as specified and directed by Engineer - in - Charge .

S & F flush shutter 35mm thick solid core construction with block board core and plywood face panels commercial type on both sides with lipping / frame to match all as specified and directed by Engineer - in - Charge.

S&F Stainless steel tower bolt 200mm long heavy duty all as specified and directed by Engineer-in-charge.

S&F Stainless stell handles 150mm long heavy duty all as specified and directed by Engineer-in-charge.

S & F stainless steel sliding door bolt with hasp and staple (bolt type) and fixing clips of sheets cast or extruded section and fixing bolts of extruded section or stainless steel 300mm size all as specified and directed by Engineer - in – Charge .

M & L providing two coats of synthetic enamel paint over a coat of pink primer on new wooden surfaces including preparation of surface of any description over 10 cm width or girth all as specified and directed by Engineer - in - Charge .

S&F steel window 1.25 mm thick Box type(primer coated ) ERW hollow P section of size 60 mm x 25 mm single rebated comprises gauged skeleton shutter ERW section 50mm x 20mm and 1m thick with two open able leaf consisting two nos. of sash bars of flat iron 12mm x 3mm complete welded to frame with one vertical mullion of ERW box type T section of size 60mm x 25m and 1.25mm thick including cutting holes and making good dismantled portion in PCC(1:2:4) type B-1 four nos for each window including following fitting welded to the frame shutter : (a) Hold fast 150mm long of 12mm x 3mm made to shape-04 nos per window, (b) Handle of Z section 20mm x 25mm, 100mm long 1 nos per leaf, (c) MS tower bolt 150mm long -2 nos per leaf, (d) MS pintol hinges of size 100mmx14mm -2nos per leaf. (f) Z section 20mm x 25 mm x 100mm long stopper per leaf all as specified and directed by Engineer-in-charge. Note : wire mesh and painting shall be measured & paid seperately under appropriate items.

S&F steel window 1.25 mm thick Box type(primer coated ) ERW hollow P section of size 60 mm x 25 mm single rebated comprises glazed skeleton shutter ERW section 50mm x 20mm and 1m thick with two open able leaf consisting two nos. of sash bars of flat iron 12mm x 3mm complete welded to frame with one vertical mullion of ERW box type T section of size 60mm x 25m and 1.25mm thick including cutting holes and making good dismantled portion in PCC(1:2:4) type B-1 four nos for each window including following fitting welded to the frame shutter : (a) Hold fast 150mm long of 12mm x 3mm made to shape-04 nos per window, (b) Handle of Z section 20mm x 25mm, 100mm long 1 nos per leaf, (c) MS tower bolt 150mm long -2 nos per leaf, (d) MS pintol hinges of size 100mmx14mm -2nos per leaf. (f) Z section 20mm x 25 mm x 100mm long stopper per leaf all as specified and directed by Engineer-in-charge. Note : Glass and painting shall be measured & paid seperately under appropriate items.

S&F in Guard bar 12mm thick square bars with (primer coated) with 25mm x 3mm thick MS Flat all around the frame of window/ventilator all as specified and directed by Engineer-in-charge. Note: Painting shall be measured & paid seperately under appropriate items & Mesh also.

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

S & F 3mm thick sheet glass ordinary quality and glazing with oil putty in square not exceeding 0.50 sqm in each pane all as specified and directed by Engineer - in - Charge .

M & L for preparation of new steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint all as specified and directed by Engineer - in - Charge .

M&L for Roof treatment to RCC roof as follows :- (a) Cleaning the roof surfaces thoroughly using wire brushes to remove sharp projections, cleaning joints,washing,drying and removing all dirt/dust to receive plaster complete. (b) Providing 15 mm thick screed bed or bedding layer of cement mortar (1:4) with WPC, finished even and smooth without using extra cement. (c) Providing one coat of approved bituminous primer @ 100 gms per sqm, over dried plastered surface. (d) Laying 3 mm thick APP membrane,(mineral finish) reinforced with non woven polyster fabric, by torch application. The overlapping while torching shall be 75 mm on longitudinal direction and 100 mm on the transverse direction complete all as specified and directed by Engineer-in-Charge. Makes:-STP, Dr Fixit/ Pidilite,Texas Notes: (i) All joints and change in directions should be covered with cement mortar (1:3) mixed with SBR latex @ 200 ml/bag of cement/ as per site requirement and cured well before laying membrane by torching. (ii) All angles and abuttments should be sealed well with extra care to ensure full bondage. (iii) Water proofing treatment shall be got carried out by approved authorised applicator only.The name of firm shall be got approved from GE before carrying out the work. (iv) The guarantee of treatment shall be for minimum 10 years

Supply only integral water proofing compound complete all as specified and as directed by the Engineer-in-charge. Make : Dr Fixit/ Fosroc/ BASF/STP

S&F PVC wall panelling, hollow cored, 5mm thick, decorative designs with smooth surfaces, fire resistant, water and heat proof, tongue and grooves edges for easy assembly with all accessories such U cap, end cap, Tee, plugs, fillets and screws etc and fixing as per manufacturers instructions and fixing complete all as specified and directed by Engineer-in-charge.

Dismantling floor or wall tiles including cement mortar bedding, removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer - in – Charge.

M & L for glazed ceramic coloured tiles 7mm thick 350x 250mm/ 450X 350mm size in vertical surface set and jointed in neat cement slurry and pointed in white cement paste pigmented to the shade over and including 10mm thick cement sand plaster (1:4) complete all as specified and directed by Engineer - in - Charge.

S & F Steel rolling shutters, having thickness of laths 1.25mm, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated gear operated type with bevel gear box and crank handle complete all as specified and directed by Engineer-in-Charge.

Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in loose / soft soil all as specified and directed by Engineer - in – Charge.

M & L machine pressed precast concrete interlocking paver blocks any size and shape factory casted with grey cement and pigment and conforming to IS 15658-2006 of 80mm thickness, M-40 Grade and laid over and including 50 mm thick sand cushion and joints filled with sand complete all as specified and directed by Engineer - in - Charge. Note :- Samples of interlocking paver blocks to be checked before quoting rates.

M&L Precast cement concrete kerb block size not less than 10cm x 30cm and length not less than 30cm (except on curve) type C1 1:3:6 (20mm graded aggregate) with plain fair faces, including chamfers/weathering, throating etc. setting in mortor 1:6 and stuck flush completed with joints to match all as specified and directed by Engineer - in - Charge..

Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed at a level not exceeding 1.5m above the starting point all as specified and directed by Engineer - in - Charge.

M&L Precast RCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in cover slabs, size 1.00 x 0.50 x 0.075 with flat iron at site including reinforcement and formwork, finished concrete surfaces fair and even in cement mortar and set in 1:4 completed all as specified and directed by Engineering-in-charge

M&L Cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate for foundations, fillings and mass concrete all as specified and directed by Engineer – in - Charge.

M&L Brick work with old size burnt fly ash bricks, straight or curved on plan exceeding 6 mtr mean radius built in CM 1:6 all as specified and directed by Engineer - in - Charge .

M & L pre-cast RCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in landing, chajjas, shelves, cover slabs and similar articles of any thickness, size or shape including necessary from work, finishing the concrete surfaces fair and even in cement mortar and setting in cement Mortar 1:4 complete all as specified and directed by Engineer - in - Charge.

M & L mild steel TMT bars 6 to 8mm dia cut to length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia all as specified and directed by Engineer - in - Charge .

S & F framed work such as grills, grating, etc., with ends of bars shouldered and / or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; frame work for water tanks and similar work conforming to Fe-290 Gde E-165 all as specified and directed by Engineer - in - Charge.

M & L for preparation of new steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer, all as specified and directed by Engineer - in - Charge .

Soakage well of size 3.0 M dia x 3.0 M effective depth, excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including one Inlet chamber made of brick masonary in CM, RCC cover slab in M25/SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats external all around filled with coarse gravel, Design and Drawings all as specified and directed by Engineering-in-charge.

Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth, in layers not exceeding 25cm, watering, and removing surplus spoil to a distance not exceeding 50m and making good surface all as specified and directed by Engineer - in - Charge.

M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation of columns, building pillar, posts, struts, etc. filling and mass concrete complete all as specified and directed by Engineering-in-charge.

S & F structural steel in roof trusses Fe 410-W (Gde E- 250 ), quality-A, (framed), trussed, purlins, rails and fastenings and heavy bracket framing including distance pieces, cleats etc all as specified and directed by Engineer - in - Charge. Note : Check site and discuss the design begore quoting rates.

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

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

Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc. all as specified and directed by Engineer - in – Charge.

M & L brushing neat cement slurry with 3.0 Kg of cement per Sqm all as specified and directed by Engineer - in – Charge.

M & L for non skid ceramic coloured joint free tiles with matt finish, 7 to 8 mm thick ( square/ rectangular ) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white cement paste pigmented to tile shade over and including 15mm thick cement and sand screed (1:4) complete all as specified and directed by Engineer - in - Charge.

Taking down cement plaster/ terrazo finish on brick wall including racking out joints, hacking for keys scrubbing down with water all as specified and directed by Engineer - in - Charge.

M & L for glazed ceramic coloured tiles 7mm thick 300 x 200mm size in vertical surface set and jointed in neat cement slurry and pointed in white cement paste pigmented to tile shade over and including 10mm thick cement sand plaster (1:3) complete all as specified and directed by Engineer - in - Charge.

Resecuring or easing & adjusting without taking down of shutters of any description exc 1.00 sqm but not exc 2.0 Sqm each complete all as specified and directed by Engineer - in - Charge.

M&L for kota stone slab flooring 18-20 mm thick in single piece in riser of steps, skirting, dado and pillar laid and jointed with grey cement mixed with pigment to match the shade of the slab including rubbing and polishing complete including screed bed or bedding layer of mortar 15 mm thick CM (1:6) all as specified and directed by Engineering-in-charge.

M & L vitrified ceramic light shade coloured tiles with matt finish, 10 mm thick ( square/ rectangular ) polished, area of each tile exceeding 0.18 sqm but not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white cement paste pigmented to tile shade over and including 15mm thick cement and sand screed (1:4) complete all as specified and directed by Engineer - in - Charge.

Spreading and levelling of earth in layers not exceeding 25cm thick and well ramming including watering as required all as specified and directed by Engineer - in - Charge.

M & L damp proof course in cement concrete 1:2:4 type B0, 40mm thick to horizontal or vertical surfaces including necessary form work all as specified and directed by Engineer - in - Charge .

M & L 40 mm thick Cement Concrete 1:2:4 type B–1 using 20mm graded stone aggregates flooring finished even and smooth without using extra cement all as specified and directed by Engineer - in – Charge .

M & L form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs, horizontal or sloping and similar work exceeding 5cm but not exceeding 10cm wide for fair finished surface of concrete all as specified and directed by Engineer - in - Charge.

M & L 10mm thick rendering in Cement Mortar 1:3 on fair faces of brick work or concrete surfaces of ceiling finished even and smooth without using extra cement complete all as specified and directed by Engineer - in - Charge .

M&L two coats of cement base paint on plastered or unplastered surfaces of walls over a coat of alkali resistance primer complete all as specified and directed by Engineering-in-charge.

Supply only Integral waterproofing compound all as specified and directed by Engineer - in - Charge.

Forming Construction joint 30mm deep x 10mm wide filled with sealing compound Grade 'A' all as specified and directed by Engineer - in - Charge .

M & L granite work (of any type) 18 to 20mm thick machine cut as in steps, jambs, pillars, window cills, cooking platform bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including cutting, rubbing and polishing laid over and including bedding layer or screed 20mm thick in cement mortar 1:4 all as specified and directed by Engineer - in - Charge.

M & L 20mm thick Granite(of any type) tiles machine cut in skirting/dado laid bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including cutting, rubbing and polishing laid over and including screed 10mm thick in cement mortar 1:3 all as specified and directed by Engineer - in - Charge.

Certain items of external as well as internal electrification (modular fittings) complete all as specified and directed by Engineering-in-charge. Note : Check site and discuss the design begore quoting rates.

M & L 25 mm thick Cement Conrete 1:2:4 type B–0 using 12.5mm graded stone aggregates flooring finished even and rough to receive topping layer all as specified and directed by Engineer - in – Charge .

M & L for non skid ceramic coloured tiles with matt finish, 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white cement paste pigmented to tile shade over and including 15mm thick cement and sand screed (1:4) complete all as specified and directed by Engineer - in - Charge.

M & L for glazed ceramic coloured tiles 7mm thick 300 x 450mm size in vertical surface set and jointed in neat cement slurry and pointed in white cement paste pigmented to the shade over and including 10mm thick cement sand plaster (1:3) complete all as specified and directed by Engineer - in - Charge.

M & L cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in kerbs or mud stops, rounded or chamfered on edges and similar work etc. all as specified and directed by Engineer - in - Charge .

SCHEDULE 'A' SECTION-II (E&M PORTION)

M & L point wiring complete with 1100 volts grade FRLS insulated unsheathed cable of copper conductor cable multi stranded of size 1.5 Sqmm single core including PVC rigid concealed conduit medium grade of suitable size (not less than 20mm dia) with all accessories such as bend reducers/ MS hooks, MS junction boxes 2mm thick galvanized steel pressed sunken terminal boxes of suitable sizes for mounting of switches sockets, fan regulators etc covered with 2.8 mm thick plastic laminate (Hylem/Anchor) top cover inlcuding continous earth wire of size 1.5 Sqmm PVC stranded copper conductor unsheated, insulated stranded (Green colour) connected to common earth point dolly complete all as specified and directed by Engineer-in-charge.

All as per item No. 106 here in before but for socket out let 3 pin 5 amp on independent board all as specified and directed by Engineer - in - Charge

All as per item No. 106 here in before but for socket out let 3 pin 5 amp on same board all as specified and directed by Engineer - in - Charge

All as per Srl item No. 106 here-in-before but with 2.5 Sqmm single core multi stranded copper conductor of 1100 volts grade PVC FRLS insulated and unsheathed cable for one multipurpose switch socket outlet 6 pin, 15 Amps on independent board including 1.5 Sqmm single core stranded / solid copper conductor 1100 volts grade PVC insulated and unsheathed cable as earth continuity conductor to common earth and connecting to earth dolly all as specified and directed by Engineer - in - Charge.

S & F switch piano flush type single pole one way 5 Amp all as specified and directed by Engineer - in – Charge.

S&F socket two in one 3 Pin 5 Amps 230 VAC supply all as specified and directed by Engineer-in-charge. Make : Anchor/Havells/Legrand

S & F switch piano flush type single pole one way 15 Amp all as specified and directed by Engineer - in – Charge. Make : Make : Anchor/Havells/Legrand

S&F socket piano type 6 pin 16 amp, 230 VAC all as specified and as directed by Engineer-in-Charge. Make : Make : Anchor/Havells/Legrand

S&F PVC Lamp holder suitable for and including batten fittings, LED Electric bulb of 9 W with backalite 20mm back plate complete all as specified & directed by Engineer-in-charge. Make : Anchor/Havells/Legrand

S & F ceiling rose 65 x 50mm three terminals PVC/ polycorbonate, isolated body all as specified and directed by Engineer - in - Charge . Make : Anchor/Havells/Legrand

Supplying and laying or fixing or passing through pipe, 1100 volts grade heavy duty cable XLPE aluminium conductor armoured PVC sheathed 10 Sqmm 2 core nominal cross section in service connections all as specified and directed by Engineer – in - Charge.

Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth, for foundations or laying cables/ pipes etc and getting out in soft / loose soil all as specified and directed by Engineer - in - Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers of soft / loose soil not exceeding 25cm thick all as specified and directed by Engineer - in - Charge.

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

M&L sand cushoining for UG cable protection/ducts, consolidated sand comapcted with clean dry sand all as specified and directed by Engineer-in-charge.

Boring for road crossing in any kind of soil/rock strata all as specified and directed by Engineering-in-charge

S & F of MCB suitable for 240 volts AC supply, SP with over load and short circuit protection and rupturing capacity not less than 10 KA and 5 to 32 Amps all as specified and directed by Engineer – in – Charge .

S & F of MCB suitable for 240 volts AC supply, SPN with over load and short circuit protection and rupturing capacity not less than 10 KA and 16 to 32 Amps all as specified and directed by Engineer – in – Charge .

S & F MCB distribution board of sheet metal single pole and neutral 4 way, single door, with 200 Amp rated bus bar 240 volt all as specified and directed by Engineer-in- Charge.

M&L sub main wiring of PVC FRLS insulated unsheated two core 6 sqmm copper multi stranded conductor including one run of single core copper conductor of size 6.0 sqmm as earth wire drawing in concealed PVC conduit complete all as specified and directed by Engineering-in-charge.

S&F and testing LED light fitting 1x18watt 4 feet long including LED tube with driver complete suitable for fixation on wall/roof with body robust, corrosion resistant, superior finish and without any cracks or through holes. The system wattage of fitting should not be more than 18 watt=10%, surge protection of minimum 2 KV power factor should be more than 0.90 cool white colour, total hormonic distoration (THD) should not be more than 15% lumen output should not be less than 1700 lumens, total input voltage range 140-280 V AC, colour rendering index should not be less than 80, corelated colour should be minimum 6000 degree Kelving all as specified and directed by Engineering-in-charge. Make : CG/Bajaj/Havells.

Earthing complete with galvanised steel earth platge electroe 60cm x 60cm x 6mm thick burried directly in ground (earth pit not less than 2.25 mtr deep below normal round level) with edge of the plae not less than 1.5 mtr below normal ground level, connected to galvanized earth lead wire 4mm dia by means of bolts, nuts, check nuts and GI washers earth plate shall be surrounded by alternate later of charcoal or coke and common salt 15cm thick all around bottom and top of earth plate as shown in electrical plate No. 3 of SSR Part-I and connectng to earthing test point and testing on completion including PCC 1:3:6 type C2 for earthing pit. GI light grade protection pipe of size 15mm dia, watering pipe 20mm bore medium grade, CI cover and fram necessary earth works and PCC work etc complete all as specified . Earth plate shall be surrounded by alternate layer of charcoal of coke and common salt 15cm thick around the earth plate including bottom and top all as specified and directed by Engineering-in-charge. (Note : PCC chamber shall be constructed at least 1.5mtr away from the earth electrod and pipe for watering shall be slanting manner)

S & F 50mm bore medium grade steel tubes galvanized with all fittings laid in trenches all as specified and directed by Engineer - in - Charge .

S & F gunmetal globe or gate valve with iron wheel head, screwed both ends for iron pipes 20mm bore complete all as specified and directed by Engineer – in – Charge.

S & F gunmetal globe or gate valve with iron wheel head, screwed both ends for iron pipes 25mm bore complete all as specified and directed by Engineer – in – Charge.

S & F gunmetal globe or gate valve with iron wheel head, screwed both ends for iron pipes 50mm bore complete all as specified and directed by Engineer – in – Charge.

S & F 20mm bore medium grade steel tubes galvanised with all fittings laid in trenches all as specified and directed by Engineer - in – Charge .

S & F 25mm bore medium grade steel tubes galvanised with all fittings laid in trenches all as specified and directed by Engineer - in – Charge .

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

S & F in repairs 25mm bore stop valve, cast copper alloy screwed down, high pressure, with crutch or butterfly handle, screwed both ends of iron pipe or for union and fixed all as specified and directed by Engineer - in – Charge.

S & F in repairs 50mm bore stop valve, cast copper alloy screwed down, high pressure, with crutch or butterfly handle, screwed both ends of iron pipe or for union and fixed all as specified and directed by Engineer - in – Charge.

M&L Brick work with sub class 'B' old size burnt bricks, straight or curved on plan exceeding 6 mtr mean radius built in CM 1:6 all as specified and directed by Engineer - in - Charge .

RUCHIKA CONSTRUCTIONS

KATARIA CONSTRUCTION