Tender For Provn Of Bty Charging Room For Sig Store Of 24 Gdrs (17 Gdrs) Under Age I Pokaran.; 1 Excavation in trenches n.exc 1.5m deep and n.exc 1.5m wide ,etc. ngetting out Hard/dense Soil complete all as specified & directed by Engineer-in-charge. 2 Returningfilling in soil including spreading, levelling and well ramming in layers n.exc 25cm thick in layer etc all complete all as specified & directed by Engineer-in-charge. 3 Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified & directed by Engineer-in-charge. 4 M&L for PCC ( 1:4:8) Type D-2 using 40 mm graded aggregate as in fdn complete all as specified & directed by Engineer-in-charge. 5 M&L For Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled and rammed including watering complete all as specified & directed by Engineer-in-charge. 6 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 complete all as specified & directed by Engineer-in-charge. 7 M&L for 75mm thick PCC 1:4:8 Type D-2 using 40mm graded stone aggregate as in sub bases complete all as specified & directed by Engineer-in-charge. 8 M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified & directed by Engineer-in-charge. 9 Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exceeding 20mm & dressing face beds and joints as specified to squared rubble walling Jodhpur type brought up to courses complete all as specified & directed by Engineer-in-charge. 10 M&L rendering 15mm thick in 1:6 cement plaster on stone masonary surface is to be finished even and smooth (without using extra cement) complete all as specified & directed by Engineer-in-charge. 11 M&L rendering 15mm thick in 1:4 cement plaster onof stone masonary surface is to be finished even and smooth (without using extra cement) complete all as specified & directed by Engineer-in-charge. 12 M&L for 10 mm thick , plaster in cement mortar (1:4) on surfaces of ceilingand finishing the surface even and smooth without using extra cement complete all as specified & directed by Engineer-in-charge. 13 M&L preparation of new wall surface and applying two coats of distemper oil emulsion over a coat of alkali resistant primer,including one or more coat of wall care putty on wallcomplete all as specified & directed by Engineer-in-charge. 14 M&L for preparation of new plasteredsurfaces as in ceilings, applying 3 coats of white wash complete all as specified & directed by Engineer-in-charge. 15 Complete preparation new surfaces of walls and preparation of surfaces (external faces) of walls and applying two coats of external weather proof paint of Apex or equivalent over a coat of primer (self coat) complete all as per manufacturers instructions, complete all as specified & directed by Engineer-in-charge. 16 M&L Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates,Fe 410-W (Gde E-250) quality A complete all as specified & directed by Engineer-in-charge. 17 M&L for jodhpur stone roof slabs, self faced 7.5cm to 10cm thick, 25cm to 35cm wide, hoisted, set, jointed and grouted in lime mortar 1:3 or cement mortar 1:6 complete complete all as specified and as directed by the Engineer-in-Charge 18 M&L for PCC 1:2:4 type BO using 12.5 mm graded stone aggregate for levelling course for consolidated thickness shall be varied from 25 to 85 mm as per the requirements complete all as specified & directed by Engineer-in-charge. 19 M&L rendering 10 mm thick in 1:4 cement plaster on roof surface by using WPC Compund and surface finished even and smooth complete all as specified and directed. 20 Supply only integral water proofing compound.(ISI Marked) complete all as specified & directed by Engineer-in-charge. 21 M&L for APP based polymeric membrane minimum weighing 3 Kg/Sqm and minimum 3mm thick reinforced with polyester non wove fabric (wt not less than 150 gms/sqm) laid over primed surface including bituminous primer conforming to IS-3384 applied @ 0.3 Ltr/Sqm by forcedall as specified and as directed , Four course roof treatment consist of as under :-(i)Applying one coat of bituminous primer conforming to IS-3384 @0.3 Ltr per sqm (ii)Laying of APP based membrane as specified thickness and weight (iii)Applying one coat bitumen grade 85/25 @ 1.2 Kg/Sqmcomplete all as specified & directed by Engineer-in-charge. 22 M&Lfor machine cut kota stone slab flooring 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete over and including screed bed or bedding layer of 15 mm thick in CM (1:6) complete all as specified & directed by Engineer-in-charge. 23 M&Lfor machine cut kota stone slab 20-25mm thick as in skirting & dado and laid over cement screed and jointed with pigment to match the shade of the slab including rubbing and polishing complete over and including 15 mm thick backing coat in CM (1:6) complete all as specified & directed by Engineer-in-charge. 24 M&L for Joist, channel, angle, or tee sections, fixed independently, without connection plate, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) Fe 410-W (Gde E-250) quality A complete all as specified & directed by Engineer-in-charge. 25 S&F 35mm thick factory made plain framed, panelled shutters (two panels) With lock rail and panel of 9mm B.W.P. commercial ply or 12mm veneered particle board with commercial veneering on both faces.The size of rail and stile as per IS:1003 (Part-I), kiln seasoned and chemically pressure treated complete all as specified & directed by Engineer-in-charge. 26 S & F, 35 mm thick factory made second class hard wood Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc., (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc size of members of shutters as specified in SSR Part-I, section 8, clause 8.24 (a) complete all as specified & directed by Engineer-in-charge. 27 S&F stainless steel wire cloths 0.36mm nominal dia of wire and averaging width of aperature 1.40mm and fixed with stainless steel wire staples complete all as specified & directed. 28 S&F SS hinges, 100mm size and fixed complete all as specified & directed by Engineer-in-charge. 29 S&F Aluminium anodised, barrel tower bolt of extruded section and fix of length 125mm complete all as specified & directed by Engineer-in-charge. 30 S&F Aluminium handles, cast type, anodised of size 150mm long complete all as specified & directed by Engineer-in-charge. 31 S&F 250mm long 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 & directed by Engineer-in-charge. 32 S&F Factory made Box Type steel window with side hung shutters including projecting type hinges with steel handle, and steel peg stay , complete with glazing bars, dovetailed or complete as shown in Drawing No. CEJZ/TD/22 sh 1/1 to 1/3, and complete all as specified & directed by Engineer-in-charge. 33 S&F Factory made Box Type steel window with side hung shutters including projecting type hinges with steel handle, and steel peg stay , complete without glazing bars, dovetailed or complete as shown in Drawing No. CEJZ/TD/22 sh 1/1 to 1/3, complete all as specified & directed by Engineer-in-charge. 34 M&L for sheet glass 4.00mm thick, ordinary quality and glazing with, rubber packingexc 0.5 sq m in each pane complete all as specified and as directed by the Engineer-in-Charge 35 S&F figured glass, pin head type & glazing with oil putty in square n exc 0.5 sqm in each pane 3 mm thick complete all as specified & directed by Engineer-in-charge. 36 M&L for roughly squared stone 5cm thick as inlintels n exc 3m in length, hammer dressed on face and soffits, hoisted, set and pointed in lime mortar 1:3 or cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge 37 M&L for 5cm sand stone slabs in sunshades, chajjas, shelves, cills, landings, cover stones, templates etc, n exc. 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in lime mortar 1:2 or cement mortar 1:4, complete complete all as specified and as directed by the Engineer-in-Charge 38 M&L for 50 mm thick PCC (1:3:6)type C-2 using 20 mm graded stone aggregate laid in alternative bays as in plinth protection including finishing the surface even & fair & filling the joints with mastic filling i.e one part of bitumen 85/25&3 parts of sand by weight complete all as specified and as directed by the Engineer-in-Charge. 39 Framed work such as grills, gratings, 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; framework of water tanksand similar work conforming to Fe Fe 290 Gde E-165 complete all as specified and as directed by the Engineer-in-Charge. 40 M&L 20 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite.and black complete all as specified & directed by Engineer-in-charge. 41 Surface excavation n exc 30 Cm and average 15 Cm deep and getting out in soft soil. complete all as specified & directed by Engineer-in-charge. 42 M&L point wiring complete with 1.5 Sqmm single core PVC insulated cable 1100 Volts grade multistranded copper conductor drawn through in PVC Casing and Capping on surface stone / brick, masonry walls, roofs floors etc including MS terminal boxes fabricaterd out of 1.12mm thick MS sheet sunk type / surface type and laminated top sheet of 2mm thick for housing switches sockets, regulators etc including provn of 1.5 sqmm dia copper conductor for earth wire connected to common dolly for One light point / Fan point / Exhuast Fan point controlled by one 5 Amps One way switch complete all as specified and as directed by the Engineer-in-Charge. 43 All as per Item No. 41 but for one 3 pin 5/6 Amps switch socket outlet on sameboard 44 All as per Item No. 41 but for one 3 pin 5/6 Amps switch socket outlet on independent board 45 All as per item No.43 above but wiring with 4.0 Sq mm and 2.5 sqmmfor earth continuity for 3 pin 15/16 Amps switch socket combination 46 M&L switch piano flush type single pole one way 5 Amps complete all as specified and directed. 47 M&L Switch Socket Combination outlet, multipurpose, 2 pin 5 amps/3 pin 5 amps controled by one switch 5 amps, flush type complete all as specified and as directed by the Engineer-in-Charge. 48 M&L Universal socket outlet with shutter, 5/15 amps controlled by one switch 15 amps, flush type complete all as specified and as directed by the Engineer-in-Charge. 49 M&L lamp holder insulated body with back plate suitable for battern fittings complete all as specified and as directed by the Engineer-in-Charge. 50 S&F Ceiling rose surface bakelite 65 x 50 mm 2/3 terminais complete all as specified and as directed by the Engineer-in-Charge. 51 S&F Sheet Modular metal enclosure DB TPN 415 Volts 4 Way double door type with 200 Amps busbar for fixing of MCBs complete all as specified and as directed by the Engineer-in-Charge. 52 S&F MCB Tripple pole and neutral, 63A, 415 Volts AC complete all as specified and as directed by the Engineer-in-Charge. 53 S&F MCB Single pole and neutral, 40A, 415 Volts AC complete all as specified and as directed by the Engineer-in-Charge. 54 S&F MCB Single pole, 5-32A, 415 Volts AC complete all as specified and as directed by the Engineer-in-Charge. 55 Supply and fix LED Lamp Retro fit type 9 watts 230 V and complete all as specified and as directed by the Engineer-in-Charge. 56 M&L Earthing complete with galvanized steelearth plate electrode 60cmx60cmx6mm thick buried directly in ground (earth pit not less than 2.25 mtr below ground level) with top edge o the plate not less1.5 mtrs below normal ground level connected to galvanised earth lead wire 4 mm dia by means of bolts nuts, check nuts and washers of galvanized iron of steel all as shown in electrical plate No.5 connected to earthing test point incl necessary earth work, excavation PCC 1:3:6 type CI using 20mm graded stone aggregate for earth chamber provn of PCC cover 40 mm thick 1:2:4 mm type B1 funnel with water Pipe, GI pipe, 15mm dia medium grade protection pipe, GI earth lead complete all as specified and as directed by the Engineer-in-Charge. 57 Supply and fixing LED lights fitting 1x 20W, 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 all as specified and as directed by the Engineer-in-Charge. 58 Supply and fixing LED street light fitting 35 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete all as specified and as directed by the Engineer-in-Charge. 59 Supply and fix exhaust fan, steel body AC single Phase. 230V of size 300m sweep with, blades, and frame and louvers complete all as specified and as directed by the Engineer-in-Charge. 60 Supply and lay in trenches/fixed to walls/poles etc and commissioning XLPE insulated and PVC sheathed heavy duty LT 1100 Volts grade armoured under ground cable with aluminium conductor of 4 Core 25 Sqmm incl all as directed.Note :- Earth work excavation, sand cushioning and brick protection shall be measured and paid separately. 61 Excavation in trenches not exc 1.5 mtr wide and n.exc 1.5 mtr in deep and getting out in Hard/Dense soil laying of cables etc. 62 Returningfilling in including spreading, leveling watering and well ramming in layers n.exc 25cm thick using excavated soil 63 Removing excavated surplus soil to a distance n.exc 50 mtr and depositing where directed at a level n.exc 1.5mtr above from the starting point 64 M&L Jodhpur stone for lintels, beams and roofs, self faced, 7.5 to 10cm thick for layingin trenches for protection of cable 65 Supply and spread approved Tibba sand for foundations/Cable duct including watering and consolidation, cushioning of cable laid in trenches complete all as directed by Engineer-in-ChargeNote:- Punned thickness will be measured for payment purpose 66 Supply and lay GI tubing , 40 mm bore light grade for cable protection at road crossing / on poles and tubing sealed at both ends after laying the cables complete all as directed by Engineer-in-Charge.Make :- ISI
