REPAIR OF SEWAGE LINE, MANHOLE, SEPTIC TANK, STATIC WATER TANK ETC AND CERTAIN OTHER E/M INSTALLATION AT AF STN NARAINA IN AOR OF GE (AF) FARIDABAD

Amount

Demolition/Dismantling of Brickwork or stone/ boulder masonry, built in cement mortar incl all quoins, arches, pillars, etc, complete all as specified and directed by Engineer-in-Charge.

M&L for Brickwork with subclass 'B' bricks (old size bricks), straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and directed by Engineer-in-Charge.

All as per item No 02 above here in but except bricks complete all as specified and directed by Engineer-in-Charge.

Taking down cement plaster of any description on concrete surfaces such as soffit of RCC slab, chajjas and brick walls, Ceiing etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.

M&L, Rendering 15mm thick in CM 1:4 on of brick work or concrete surface finish ever and smooth (w/o using extra cement) incl WPC as per user manual complete 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 incl one layer of 3mm thick wall care compound of altek/birla putty on old scraped surfaces or new plasterd surfaces and obtain smooth finish using sand paper complete all as specified and directed by Engineer-in-Charge.

M&L for two coat of Acrylic smooth exterior emulsion paint over one coat of acrlic primer incl one layer of 3mm thick wall care compound of altek/birla putty for exterior/interior on old scraped wall/ceiling surfaces or new plasterd surfaces and obtain smooth finish using sand paper complete all as specified and directed by Engineer-in-Charge. Note : Colour and make as approved by Engr-in-Charge.

M & L for preparation of old wall surfaces by removal of existing treatment and apply two coats of cement based paint over a coat alkali primer resistance incl one layer of 3mm thick wall care compound of altek/birla putty on old scraped surfaces or new plasterd surfaces and obtain smooth finish using sand paper complete all as specified and directed by Engineer-in-Charge.

M & L for preparation of old surfaces by removal of existing treatment and apply one coats of cement based paint over a coat alkali primer resistance incl one layer of 3mm thick wall care compound of altek/birla putty on old scraped surfaces or new plasterd surfaces and obtain smooth finish using sand paper complete all as specified and directed by Engineer-in-Charge.

M & L for preparation of old stone, concrete surfaces of any description over 10 CM width or girth and applying one coat of plastic emulsion paint (Weather Coat) on old footpath/colour tiles/ kerb stone etc (colour and pattren as per approved by EIC ) complete all as specified and directed.

Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15cm thickness (below or above ground level) including floor finishes/tiling work and disposal of debris complete all as specified and directed by Engineer-in-Charge.

M & L for 50 mm thick PCC 1:3:6 type C-2 (using 40 mm agg. ) as in plinth protection / path/ any paved area complete all as specified and directed by Engineer-in-Charge.

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

M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658 -2006 of 60mm thickness, with grey cement, pigment incl 25mm thick sand filling complete all as specified and directed by Engineer-in-Charge.

M&L for 60 mm thick machine cut precast concrete inter locking paver block except tile ,(M-35) grade any clours as approved by EIC /GE complete all as specified and directed

M&L for 80 mm thick machine cut precast concrete inter locking paver block with grey cement and pigment ,(M-40) grade any clours complete all as specified and directed by Engineer-in-Charge.

M&L for 80 mm thick machine cut precast concrete inter locking paver block except tile ,(M-40) grade any clours complete all as specified and directed by Engineer-in-Charge.

M & L for sand filling under floors or in foundation including watering and consolidation complete all as specified and directed by Engineer-in-Charge.

M & L for chequered tiles of size 300 x 300 x 25 mm thick (colour and glazed approved by EIC) with grey cement and pigments laid over 15 mm thick screed bed in CM 1:6 bedded and jointed in neat cement slurry, incl dismantling complete all as specified and directed by Engineer-in-Charge.

M&L for 25 mm thick PCC type B-0, 1:2:4 (using 12.5 mm graded stone aggregate) as in laying of floor/sub base finishes complete all as specified and directed by Engineer-in-Charge.

M & L for PCC 1:2:4 Type B-2 (using 40mm graded stone aggregate) as in flooring incl finishing the cement concrete surface even and smooth with using extra cement , rubbish off the primises and incl demolition complete all as specified and directed by Engineer-in-Charge.

M&L for providing precast cement concrete (1:2:4 type B0 using 12.5mm graded stone aggregate) louvers and jallies, 40mm thick (measured solid), including all mouldings but excluding frame, set in CM 1:4 complete all as specified and directed by Engineer-in-Charge. (Pre cast frame shall be measured separately and paid for under item 58).

Dismantling of fencing post or strut (wood, steel or RCC) any section, posts embeded in concrete, brick work, masonery etc, including taking out embeded portion in concrete, and making good disturbed ground complete all as specified and directed by Engineer-in-Charge.

Dismantling of barbed wire any type complete all as specified and directed by Engineer-in-Charge.

Dismantling of concertina coil of any size any description fixed on posts or angle of any kind all as in fencing complete all as specified and directed by Engineer-in-Charge.

S&F in repair two strand galvanised steel barbed wire 2.24mm dia barbed with 2mm dia bars @ 75mm spaciang and fixed to any type started rails strained bolts incl securing or tying at closing with and provn of galvanised mild steel wire staples or steel pins complete all as specified and directed by Engineer-in-Charge.

S&F for 900/600 mm dia concentrina spiral coil fencing with punched tape and 6 m max openable length, on wall with angle iron Y shaped with 9 horizontal RBT reinforced barbed wire studied with GI staples and GI clips to retain horizontal incl necessary bolts or GI barbed wire tied to angle iron, all complete as per direction of EIC, with reinforced barbed wire tape (RBT)/spring core (2.5 mm thick) wire of tensile strength of 165 kg/sqmm with tape (0.52mm thick) and weight 43.47 gm/m complete all as specified and directed by Engineer-in-Charge.

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

M & L for one coat of synthetic enamel paint on steel surface including preparation of old steel surface width or girth exc 10cm 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, returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm, watering and removing surplus soil to a distance n.exc 50m complete all as specified and directed by Engineer-in-Charge.

Material and labour for PCC 1:3:6 type C-2 in fdn filling and mass concrete and filling of footing for fencing post complete all as specified and directed by Engineer-in-Charge.

M&L round bars Fe 410W of 10 mm dia and above cut to length, bent to shape required, cindluding cranking, bending spirally for hooping and fixing as required complete all as specified and directed by Engineer-in-Charge.

S&F 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, length of bolt exc 5cm but n. exc 10cm long and dia 5 to 10 mm complete all as specified and directed by Engineer-in-Charge.

Supply only chain link MS galvanised fencing, of any size and type complete all as specified and directed by Engineer-in-Charge.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts etc including provision of binding wire complete all as specified and directed by Engineer-in-Charge.( Supply of chain link shall be measured under serial item No 32 here-in-after)

Dismantling fencing wire mesh,any type complete all as specified and directed by Engineer-in-Charge.

Cleaning /removal of blockage 150 mm bore SWG pipes of depth not exc 1.50 mtr with mechnical process incl removing RCC man hole covers and refixing the same as before complete all as specified and directed by Engineer-in-Charge.

Cleaning /removal of blockage 150 mm bore SWG pipes of depth exc 1.50 mtr but not exc 3.00 mtr with mechnical process incl removing RCC man hole covers and refixing the same as before complete all as specified and directed by Engineer-in-Charge.

Cleaning /removal of blockage 300 mm bore SWG pipes of depth exc 1.50 mtr but not exc 3.00 mtr with mechnical process incl removing RCC man hole covers of any size, and refixing the same as before complete all as specified and directed by Engineer-in-Charge.

Dewatering/desilting of existing manholes of any size depth and removing of all solid/semi-solid matter of silt residue both organic or inorganic in nature (mechanical system or using suction pump where ever required up to any depth )and incl removing RCC manhole Covers and refixing the same after making the manhole fully functional, complete all as specified and directed by Engineer-in-Charge.

Dewatering/desilting for the septic tank of any capacity exc1.50 m and n.exc 4.5 m deep solid/semi-solid matter of silt residue both organic or inorganic in nature ( mechanical system or using suction pump where ever required up to any depth by working under foul conditions and disposal of the same in out of MoD area, complete all as specified and directed by Engineer-in-Charge. Note for Item : The Septic tank shall be measured more than one time as per requirment and directed by Egnr-in-Charge.

Excavation in trenches n exc 1.5m wide and n exc 1.5m deep and getting out in soft or loose soil for shafts, wells,drains, manholes etc n exc 10Sqm on plan for sewage line & foundation etc complete all as specified and directed by Engineer-in-Charge.

All as per item No 42 but exceeding 1.5 M depth and not exceeding 3 M for foundation, etc., and getting out in Soft/ Loose soil complete all as specified and directed by Engineer-in-Charge.

All as per item No 42 but exceeding 3.0 M depth and not exceeding 4.50M for foundation, etc., and getting out in Soft/ Loose soil complete all as specified and directed by Engineer-in-Charge.

Demolition and breaking up drain pipes 100mm dia ( Salt Glazed ware, AC or reinforced concrete) set in cement mortar including PCC bed and haunching and removal of debris outside the MD land complete all as specified and directed by Engineer-in-Charge.

Demoltion and breaking up existing sewag(SWR/ AC pipes and the like, 150mm bore set in cement mortar and removing demolished material to a distance exc 50m and n exc 100m all as directed by Engr-in-charge.

Demoltion and breaking up existing sewage (SGSW / AC pipes and the like, 200mm bore set in cement mortar and removing demolished material to a distance exc 50m and n exc 100m complete all as specified and directed by Engineer-in-Charge.

S&F 110 mm PVC (SWR ) , pipes single socketd , in any length with rubber ring joints , laid in trenches or in floor complete all as specified and directed by Engineer-in-Charge.

S & F RCC Class NP 3, 150 mm bore pipes laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge.

S & F RCC Class NP 3, 200 mm bore pipes laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge.

M & L for PCC 1:3:6 type C2 (using 40 mm graded granite stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 100 mm bore complete all as specified and directed by Engineer-in-Charge.

M & L for PCC 1:3:6 type C2 (using 40 mm graded granite stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 150 mm bore complete all as specified and directed by Engineer-in-Charge.

M & L for PCC 1:3:6 type C2 (using 40 mm graded granite stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 200 mm bore complete all as specified and directed by Engineer-in-Charge.

S & F in repair for precast factry made reinforced cement concrete Manhole cover (Ist quality) including grove and hook arrangement for lifting and placing in position and sides covered by MS sheet medium duty of 60mm thick (size of the cover will be itimated by the Engineer-in-Charge) complete all as specified and directed by Engineer-in-Charge.

S&F mild steel work such as in angle iron, flat iron fillets etc for horn, fixing of barbed wire to RCC post, securing wire mesh etc. including all necessary cuttings, drilling, bolting or riveting etc and including 10mm MS bars as in tie bars fixed to fencing posts including necessary welding where required, as per site requirement and other similar works complete, conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge.

S&F in repair precast factory made polycrete (SFRC) medium duty perforated drain cover 100 mm thick rectangle in shape upto 01 sqm area each with hole for drain complete all as specified and directed by Engineer-in-Charge.

Returning, filling in soil including spreading, levelling, watering and well ramming in layers n.exc. 25cm complete all as specified and directed by Engineer-in-Charge.

M&L for Plain cement concrete (1:2:4) Type B-1, (using 20mm graded crushed stone aggregate), as in copings, kneelers , apex stones,bed plates, including weathering ,slightly rounded /benching or chamfered angles and throating , complete all as specified and directed by Engineer-in-Charge.( Rates include for use of formwork)

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 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required, 100mm dia pipe 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 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required, 150mm dia pipe 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 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required, 200mm dia pipe complete all as specified and directed by Engineer-in-Charge.

M&L for salt glazed stoneware gully trap, square or round moulded type 'P', 150x150mm size complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete 1:3:6 type C2 (using 20 mm graded stone aggregate) as in surface channels, drains and bed of manhole complete all as specified and directed by Engineer-in-Charge.

Extra for forming fair finished drain or channel 30 cm 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.

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

M&L for loose filling with broken bricks aggregate of gauge 80 to 150mm in soakage pits, soakage wells complete all as specified and directed by Engineer-in-Charge.

M&L for loose filling with broken bricks aggregate of gauge 40 to 80mm in soakage pits, soakage wells complete all as specified and directed by Engineer-in-Charge.

S&F for 100mm bore Cast iron soil, waste and vent pipes, in any length with or without ears, with cement joints, fixed to walls etc incl taking down old pipe complete all as specified and directed by Engineer-in-Charge.

S&F for 75mm bore Cast iron soil, waste and vent pipes, in any length with or without ears, with cement joints, fixed to walls etc complete incl taking down old pipe complete all as specified and directed by Engineer-in-Charge.

S&F for 100mm bore CI bends (any radius), diminishing pieces or tapers (larger bore measured) complete all as specified and directed by Engineer-in-Charge.

S&F 75mm bore CI bends (any radius), diminishing pieces or tapers (larger bore measured) complete all as specified and directed by Engineer-in-Charge.

S&F for 100mm branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches/ Tee etc complete all as specified and directed by Engineer-in-Charge.

S&F for 75mm branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches/ Tee etc complete all as specified and directed by Engineer-in-Charge.

S& F for 75 Cast Iron Cowl complete all as specified and directed by Engineer-in-Charge.

S& F for 100 Cast Iron Cowl complete all as specified and directed by Engineer-in-Charge.

S&F for 75mm dia of outlet cast iron floor trap, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed by Engineer-in-Charge.

S&F for 100mm dia of outlet cast iron floor trap, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specifed and dirtected.

S&F for 110mm bore PVC pipes single socketed Pressure rating @4Kg/Sq cm length "medium grade " with rubber ring joint, fixed to walls with dash ture nut and bolt at every 2 mtrs length complete , incl taking up/down old pipe with all fittings complete all as specified and directed by Engineer-in-Charge.

All as per ser item No 78 above but laid in trench or in floor complete all as specified and directed by Engineer-in-Charge.

S&F for 110mm bore PVC bends/junction any radius complete all as specified and directed by Engineer-in-Charge.

S&F for 110mm bore PVC bends/junction with access door any radius complete all as specified and directed by Engineer-in-Charge.

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

S&F for 75mm dia PVC (SWR) multi floor trap, plain with grating including jointing with solvent cement complete all as specified and directed by Engineer-in-Charge.

S&F for 75 mm bore PVC pipes single socketed Pressure rating @4Kg/Sq cm length "medium grade " with rubber ring joint, fixed to walls with dash ture nut and bolt at every 2 mtrs length complete , incl taking up/down old pipe with all fittings complete all as specified and directed by Engineer-in-Charge.

S&F for 75 mm bore PVC bends/junction any radius complete all as specified and directed by Engineer-in-Charge.

S&F PVC (SWR) floor trap, plain with CP grating including jointing with solvent cement, 75mm diameter of outlet, complete all as specified and directed by Engineer-in-Charge.

Demolition of reinforced cement concrete of any descrption and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge.

Demolition of reinforced cement concrete in roofs, floors (other than ground floors), beams, chajjas, fascias, fins and similar works complete all as specified and directed by Engineer-in-Charge.

M&L for reinforced cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as in landings, cover slabs ( for manholes etc.), shelves and similar articles with plain faces including necessary form work, set in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. (Reinforcement shall be measured and paid for separately under respective item of schedule 'A').

S&F TMT MS bar 8mm to 10 mm dia & over, cut to length, bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including MS wire ( annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-Charge.

Removing daberies/excavated material to a distance exceeding 1.5KM but not exceeding 5 KM and depositing where directed at a level n. exc 1.50 m above the starting point complete all as specified and directed by Engineer-in-Charge.

S&F in replacement MCB SP 5 to 32 Amps, 240 volts curve 'C',breaking capacity 10KA, complete all as specified and directed by Engineer-in-Charge.

S&F in replacement MCB SPN 32 to 63 Amps, 240 volts, curve 'C', breaking capacity 10 KA, complete all as specified and directed by Engineer-in-Charge.

S&F in replacement MCCB, Four pole, 415 volts, 125 Amps , curve 'C', breaking capacity 10 KA, complete all as specified and directed by Engineer-in-Charge.

S&F in replacement MCB TP 40 to 63 Amps, 415 volts curve 'C',breaking capacity 10KA, complete all as specified and directed by Engineer-in-Charge.

S&F in replacement MCB TPN 40 Amps, 415 volts curve 'C',breaking capacity 10KA, complete all as specified and directed by Engineer-in-Charge.

S&F in replacement MCB TPN 63 Amps, 415 volts curve 'C',breaking capacity 10KA, complete all as specified and directed by Engineer-in-Charge.

S&F in replacement MCB 4 Pole 100 Amps, 415 volts curve 'C',breaking capacity 10KA, complete all as specified and directed by Engineer-in-Charge.

S&F sheet metal enclosures DB Double door distribution type, 04 way, TPN DB , IP43, 415V & suitable for MCB TP as incomming including shruded neutral bar & Pan assy with earthing terminal as provided by manufacturer all as specified and directed by Engineer-in-Charge

S&F in replacement sheet metal enclosures DB Double door type 8 way SPN 240 volt including 200 Amps rated bus bar with neutral link complete, all as specified and directed by Engineer-in-Charge

S&F in replacement sheet metal enclosures DB Double door type 4 way SPN 240 volt including 200 Amps rated bus bar with neutral link complete, all as specified and directed by Engineer-in-Charge

M& L for preparation of trench for cable laying of size 300mm x 450 x 10 m long including excavation, brickwork, PCC work , plastering and finishing complete all as specified and directed by Engineer-in-Charge.

M& L for precast earthing RCC pit with cover of standard size duly painted in Red or Green all as specified and directed by Engineer-in-Charge

M&L for earth pit cover bucket type Red or Green all as specified and directed by Engineer-in-Charge

M&L for CI plate triangular with 500 mm long spike for writing earthing name and value all as specified and directed by Engineer-in-Charge

Supply and fix cable jointing kit for 1.1 KV grade cable for straight through joint complete with Jointing material heat Shrink type and accessories suitable for 3 ½ XLPE, armoured, Al conductor cable of size 120 to 240 sqmm,Outdoor type all as specified and as directed by Engineer-in-Charge.

Supply and fix cable jointing kit for 1.1 KV grade cable for straight through joint complete with Jointing material heat Shrink type and accessories suitable for 3 ½ XLPE, armoured, Al conductor cable of size 95 to 120 sqmm,Outdoor type all as specified and as directed by Engineer-in-Charge.

Supply and fix cable duct cover made of iron of size 320mm x 800 mm of thickness 3.0 mm all as specified and as directed by Engineer-in-Charge

M&L for Providing,PCC 1:3:6 type C-1 using 20 mm graded stone aggreat,for damaged earth pit chamber with fair finish internal surface of concrete chamber of earth complete all as specified and directed by Engineer-in-Charge.

S & F rubber insulation mat of size 1.8 mtr x0.9mtr wide 2 mm thick red/blue colour ISI marked embozzed for up to 33 KV as per latest IS complete all as specified and as directed by Engineer-in-Charge.

M&L for providing Display board of size 1m x 1m x1 cm madeup with acrylic sheet material consisting of "First Aid discription with pictures " in Capital Letter at the Top complete with fixing arrangements to the wall complete all as specified and directed by Engineer-in-Charge.

M&L for providing Display board of size 1m x 1m x1 cm madeup with acrylic sheet material consisting of "First safety instruction with fire extenguishing methods with pictures " in Capital Letter at the Top complete with fixing arrangements to the wall complete all as specified and directed by Engineer-in-Charge.

M&L for providing Display board of size 1m x 1m x1 cm madeup with acrylic sheet material consisting of "Safety instruction in case of electric shock with fire extenguishing methods with pictures " in Capital Letter at the Top complete with fixing arrangements to the wall complete all as specified and directed by Engineer-in-Charge.

M&L in replacement Air termination franklin typr ,copper rod 12mm dia and 300mm long complete all as specified and as directed all as specified and directed by Engineer-in-Charge

M&L in replacement Copper strip 20 x 3.15mm with saddles and fixing screws etc. for roof conductors and down conductors including saddles,insulator, nut & bolts brazing etc above ground complete all as specified and directed by Engineer-in-Charge

M&L in replacement GI 32 x 6mm with saddles and fixing screws etc. for roof conductors and down conductors including saddles,insulator, nut & bolts brazing etc above ground complete all as specified and directed by Engineer-in-Charge

M&L in replacement Test point terminal block made of gun metal or phosphorus bronze size 75x75x25mm drilled and screwed including 3 nos. 8mm dia 25mm long hex. head screw all as specified and directed by Engineer-in-Charge

M & L in replacement earthing with steel earth plate electrode of size 60 x 60 cm x 6 mm thick buried directly in ground to a depth not less than 2.25 mtr deep below normal ground level with top edge of the earth plate not less tha 1.5 mtr deep below normal grund level connected to galvanized iron strip size 32 x 6 mm as earthing lead by means of nuts, bolts and washers of steel after wlding of GIstrip to earth electrode to the full length of earht plate, 40mm dia GI tubing lightgrade protection pipe upto test point, 20mm dia GI watering pipe with funnel and wire mesh, PCC pit 1:3:6 with pit cover ofsize 30x30 cm made of RCC 1:3: with suitable handle, angle iron frame made of angle iron of size 40x40x4m, adequate qty of charcoal dust and salt layers all around the earth plate and filling of vegetables soil to the remaining 10% removal of surplus soil and retruning filling in all as required at site including test point made outof steel plate of size 75x75x6mm fixed to wall all as specified in plate No 3 of SSR Part-I and complete all as specified and directed by Engineer-in-Charge.

M&L in repair Pre-cast cement concrete block masonry with solid blocks PCC Type B1 1:2:4 ( 20 mm graded aggregate ) , exc. 10 cm in width and setting in mortar, complete all as specified and directed by Engineer-in-Charge

M&l in replacement tubing light grade galvanized iron to be embeded in PCC block fitting complete with 40 mm bore all as specified and directed by Engineer-in-Charge

M&L earthing complete with galvanized steel earth plate electrode 600x600x6.3 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below normal ground level) with top edge of the plate not less than 1.5 mtr below normal ground level,the earth electrode surrounded by adequate quantity of charcoal dust and salt to a packed thickness of 15cm on all side and including connected toand including galvanized earth lead wire 4.0 mm dia upto 7.5 mtrs long by means of nuts and bolts, check nuts and washers of GI and connected to earhing test point and earth dolly all as shown in electrical plate No 3 of MES SSR part I and testing on completion including necessary excavation and earth work in any type of soil,PCC(1:3:6)type C1 chamber,pre-cast RCC slab 50mm thic in cement concrete (1:2:4),type B1,reinforced with welded steel wire fabric or XPM,(weight not less than 4 Kg per Sqm) with cast iron frame,funnel with watering pipe 20mm dia medium grade,wire mesh and lugs,GI protection pipe,15mm dia,light grade,7.5 mtr long for protection of earth lead upto test point etc complete all as specified and directed by Engineer-in-Charge.

M&L submain wiring with 2 runs of copper conductor FRLS PVC insulated unsheathed cable 1100 volt grade 4 sqmm drawn through PVC conduit medium grade ISI marked 25mm dia as per IS specification fixed concealed in wall/ceiling including conduit and conduit accessories and incl provn of PVC insulated 2.5 Sqmm multistranded copper conductor as earth continuity conductor connected to earth dolly all as specified including dismantling old and making good to the disturbed surface by plastering and two coat of distamper all as directed at site Note :Two runs of 4 sqmm cable alongwith one run of 2.5 Sqmm PVC insulated unsheathed copper conductor as earth wire, conduit and conduit accessories will be measured as one length).

M&L submain wiring with 2 runs of copper conductor FRLS PVC insulated unsheathed cable 1100 volt grade 6 sqmm drawn through PVC conduit medium grade ISI marked 25mm dia as per IS specification fixed concealed in wall/ceiling including conduit and conduit accessories and incl provn of PVC insulated 2 Sqmm multistranded copper conductor as earth continuity conductor connected to earth dolly all as specified including dismantling old and making good to the disturbed surface by plastering and two coat of distamper complete all as specified and directed by Engineer-in-Charge. Note :Two runs of 6 sqmm cable alongwith one run of 4 Sqmm PVC insulated unsheathed copper conductor as earth wire, conduit and conduit accessories will be measured as one length).

Supply and fix in replacement of Onload Changover switch 200 Amp, 4 pole ,415 V,50 Hz in sheet metal enclosure complete all as specified and directed by Engineer-in-Charge.

Supply and fix in replacement post top lantern LED 40 W or next highest wattage having IP65 protction for single phase connection 50 Hz 230 Volts complete all as specified and directed by Engineer-in-Charge.

S& fixing LED flood light luminarie 70 W with high pressure die cast housing acting as heat sink in order to ensure better performance having IP66 ingress protection complete all as specified and directed by Engineer-in-Charge.

S& fixing LED flood light luminarie 120 W with high pressure die cast housing acting as heat sink in order to ensure better performance having IP66 ingress protection all as specified ad as directed by Engineer-in-cahrge at site.

Supply and Fixing LED street light fitting 45 Watt pressure die case aluminium housing LED street light luminaires suitable for existing street light pole including all fixing accessaries all as per specified and directed by Engineer-in-Charge.

S & F rubber insulation mat of size 1.8 mtr x0.9mtr wide 2 mm thick red/blue colour ISI marked embozzed for up to 33 KV as per latest IS complete all as specified and as directed by Engineer-in-Charge.

M&L for preparation of external surface LT Panel/Feeder piller rubbing the rusted surface and painting with two coats of spray paint with synthetic enamel paint over a coat of metal primer matching with existing colour complete all as specified and directed by Engineer-in-Charge.

S&F in replacement of LED tube light along with fixture,20W complete with all accessories with twin conductor complete all as specified and directed by Engineer-in-Charge.

Supply and fix in replacement bollard LED 9 W or next highest wattage having IP65 protction for single phase connection 50 Hz 230 Volts complete all as specified and directed by Engineer-in-Charge.

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