WORK SERVICES FOR TACTICAL BPI AT AF STATION LEH

Amount

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and as directed.

Excavation over areas not exceeding 1.50 m deep and getting out in any type of soil, complete all as specified.

Excavation over areas exceeding 1.50 m but not exceeding 3.00 m deep and getting out in any type of soil, complete all as specified.

Excavation in trenches, in any type of soil not exceeding 1.50 metre wide and not exceeding 1.50 metre in depth; for foundation,laying cable,pipe etc. and getting out complete, all as specified.

Excavation in trenches, in any type of soil not exceeding 1.50 metre wide and exceeding 1.5 metre but not exceeding 3 metre in depth; for foundation,laying cable,pipe etc. and getting out complete, all as specified.

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface in any type of soil complete, all as specified.

Returning. filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each, complete all as specified and directed by Engineer-in-Charge.

Removing excavated soil to a distance not exc 50 m and deposited where directed at a level n'exc 1.5 m above the starting point.

Removing excavated material in soils exc. 1.50 km but n exc. 5 km and depositing where directed, complete all as specified and directed.

Mild steel TMT bars 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 complete all as specified.

Mild steel TMT bars 6 mm to 8 mm dia, 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 complete all as specified.

PCC 1:2:4 type B-2 nominal mix (using 40mm graded crushed stone aggregate) in foundation , footing, post holes etc complete all as specified.

PCC 1;4:8 Type D-2 using 40 mm graded stone aggregate as in foundation and mass concrete complete all as specified

Reinforced cement concrete, M-30 design mix, using 20 mm graded stone aggregates in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified.

Reinforced cement concrete, M-30 design mix, using 20 mm graded stone aggregates as beams, cantilevers, bressumers, lintels over 1.5 metre clear span and the like complete all as specified.

Reinforced cement concrete, M-30 design mix, using 20 mm graded stone aggregates in columns, pillars, piers, posts and struts complete all as specified.

Reinforced cement concrete, M-30 design mix,, using 20 mm graded stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified.

Pre-cast cement concrete block masonry with solid blocks type B1, 1:2:4 (20 mm graded stone aggregate) exc. 10 cm in width and setting in cement mortar 1:4, complete all as specified and directed

75 mm thick, cement concrete type C-1, 1:3:6 using 20 mm graded stone aggregate, finished even & smooth without using extra cement, as in plinth protection, complete all as specified.

Broken stone hardcore of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc.15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed.

75 mm thick, cement concrete type D-2, 1:4:8 using 40 mm graded stone aggregate, finished even & rough, as in sub base of floors, complete all as specified.

Machine cut kota stone slab flooring 18-20 mm thik over cement screed base laid and jointed with grey cement slurrry mixed with pigment to match the shade of the slab including rubbing and polishing with 20mm thick screed bed in CM 1:4 complete all as specified and directed.

Machine cut kota stone slab 18.20 mm thick in riser of steps, skirting, dado and pillar laid over 10 mm thick rendering as in backing coat in CM 1:3 complete all as specified and directed.

100 mm thick, cement concrete type B-1, 1:2:4 using 20 mm graded stone aggregate, finished even & smooth, as in floors, complete all as specified.

Rendering 15 mm thick on precast concrete block masonry surface in cm 1:4, finished even and smooth without using extra cement, using water proofing compound complete all as specified. NOTE: WPC will be measured and paid for separately.

Rendering 10 mm thick on fair faces of precast concrete block masonry surface in cm 1:4, finished even and smooth without using extra cement complete all as specified and as directed.

Rendering 5 mm thick on fair faces of roof slab, soffits of slab surfaces in cm 1:4, finished even and smooth without using extra coment complete all as specified and as directed.

Supply only integral water proofing compound, ISI marked, complete all as specified.

Formwork for sides of concrete foundations, footings, Square or rectangular fair finished surface,bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or tobatter all as specified.

Formwork to sides of pillars, posts, struts, piers, columns and stanchions square, rectangular or polygonal and fair finished surface etc complete all as specified and directed.

Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. flat surface complete all as specified and directed.

Form work for sofit of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick for finished surfaces complete all as specified and directed.

Formwork to edges of concrete flats and sides of RCC/PCC bands in walls, roofs horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete all as specified and directed.

Steel rolling shutters 1.25 mm thick, gear operated type with bevel gear box and crank handle 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, complete all as specified and directed

Safety lever locks mild steel with 4 levers for rolling shutters.

Steel windows/ventilators with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded as per specification all as directed and specified.

Sheet glass 3.0mm thick, ordinary quality and glazing with oil putty in square n exc 0.5 sqm in each pane complete all as specified and directed.

Preparation of new surfaces of walls and applying two coats of cement base paint over a coat of alkali resistance priming paint complete.

Preparation of new surfaces of wall and applying two coats of dry distemper over a coat of white wash complete all as specified and directed.

Preparation of new surfaces of ceiling and applying three coats of white wash complete all as specified and directed.

Painting new steel surface of any description over 10cm width or grith not otherwise described including preparation , priming with zinc chromate and two coats of synthetic enamel paint complete.

APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm) land on primed surface by forced application including 10 mm thick plaster in 1:4 and primer complete all as specified.

Cement concrete, type C-1 (1:3:6), using 20 mm graded stone aggregates as in lintels up to 1.5 metre clear span, bed blocks, copings and the like including weathering, slightly rounded or chamfered angles & throating including provision of necessary formwork, complete all as specified.

Cement concrete type B0 1:2:4 (12.5mm graded aggregate) as in bed plates for guide wheel all as specified and as directed.

S&F 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 tanks and similar work conforming to Fe.290.Gde-E-165 and portions framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc.all as specified.

Mild steel works in hand rails, half round or other stock section or core for wooden handrail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) in-cluding all necessary drilling, bolting or riveting, etc., confirming to Fe-290-Gde E-165, complete all as specified.

Mild steel screw bolt (machine made) with hexagonal or square heads at one end and screwed the other each screwed end to be fitted with washers and one hexagonal nut but length of bolt exc. 5cm and n. exc. 10cm long and bolt one side embedded in concrete posts etc complete to fix fencing wire dia of shank11to15mm complete.

Supply only chain link mild steel galvanised fencing complete all as specified.

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 wirecomplete all as specified.

Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed, (each line wire to be measured) complete all as specified.

Rolling and consolidating formation surfaces of roads/berms in cutting, with power road roller 8 to 12 tonne capacity or any other approved compactor where rolling by road roller is not feasible, to achieve 98% PROCTER DENSITY to required level, gradient, slope, camber and super elevation including watering as necessary and filling in hollows and depressions which may occur during the process of rolling with and including approved earth, complete all as specified and directed.

150 mm thick (compacted thickness) granular sub base (GSB), laid in two layers each of 75mm thick, over rolled formation surfaces as per MORTH specifications, spread with motor grader, rolled and consolidated to required gradient and camber with 8 to 12 tonne vibratory roller complete all as specified and as directed. Note: Each layer shall be provided in seperate operation.

150mm thick (compacted thickness) Water Bound Macadam (WBM), laid in two layers each of 75mm thick, produced using mixing plant over prepared granular sub base with aggregates of grading as per MORTH specifications,including spreading with mechanical paver,rolling and consolidated to required gradient and camber with 8 to 12 tonne vibratory/ power roller complete all as specified and as directed. Note: Each layer shall be provided in seperate operation.

Preparing of un-surfaced Water Bound Macadam surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dust & dirt etc., and applying tack coat with bitumen primer VG-10 at 10 Kg per 10Sqm complete all as specified and directed.

Premixed semi dense asphaltic concrete 40mm thick (consolidated thickness), using combined graded aggregate i.e. crushed stone coarse aggregate, fine aggregate (sand) & filler (inharent filler/OPC 43 grade) of physical properties as specified and as per table given (to refer SSR Part-I of 2009), pre-heated mixed with 5.5% binder content by weight of total mix using VG-30 grade bitumen, laid with mechanical paver, rolled & compacted to a uniform smooth surface with 8 to 10 tonne power road roller complete all as specified and directed. Notes:- (i) Thickness of semi dense asphaltic concrete and quantities of materials as mentioned in particular specifications/SSR are the minimum. The quoted rate shall also be deemed to include for provision of more materials in comparison to those mentioned/specified in the item, if required, to achieve the required level, gradient, camber and shape all as directed by the GE. (ii) Hot mix plant of adequate capacity shall be used for heating and mixing stone and fine aggregate and binder (bitumen) and semi dense asphaltic concrete shall be laid in single layer with self propelled mechanical paver all as directed by the GE. (iii) Contractor’s quoted rates shall be deemed to include all these aspects.

Drilling of bore well using DTH rig with ODEX attachment of drilling as per site requirement of 200mm dia upto 150 meter depth below ground level in any kind of soil strata including hard stone/boulder including electric logging, MS cap, MS flat iron clamp, etc for various depth from ground level to 25 meter below ground level (Borwell-01 Nos upto 150 RM depth) all as specified for the following depth (a) From 0 meter to 25 meter depth below ground level.

(b) From 25 meter to 50 meter depth below ground level.

(c) From 50 meter to 75 meter depth below ground level.

(d) From 75 meter to 100 meter depth below ground level.

(e) From 100 meter to 125 meter depth below ground level.

(f) From 125 meter to 150 meter depth below ground level.

Development of tube well with compressed air and after with 25 % extra capacity pump by pumping muddy water all as specified.

Yield test for the borewell continiously pumping for 16 hrs to determine safe pumping yield all as specified.

Fixing cost of well cap, MS strip for centering MS iron clamps electric lagging and sample stratra box and preperation of strata chart with all as specified..

Supply, assembling and lowering MS ERW Casing pipe having wall thickness 8mm as per IS-3589-1981 and jointing with electric welding in random length of 3 to 6 mtr,including necessary fittings for 200 mm dia in lieu of casing pipe of 200 mm dia all as specified.

MS Slotted pipe for 200 mm dia, thickness 8 mm in lieu of casing pipe of 200 mm dia.

Submersible pump, electric driven 415 V, TP suitable for 200/250 mm dia bore well ( Casing pipe size 200/250 mm) of head 115 mtr and discharge 190 LPM complete of capacity 7.5 HP all as specified.

Aquafit Chlorine dosing system including preparation tank ,service tank of capacity 100 ltrs and all connected accessories all as specified.

Column pipe MS galvanised medium grade 80 mm dia for submersible pump delivery 3 mtr long welded with heavy duty flange at both ends and cuts for fixing submersible cable including rubber gasket insertion sheet nut bolt etc.

Wooden sample strata box alongwith glass cover with samples of excavated material found during the drilling process alongwith levelling of clay sample all as specified and directed by engineer in charge.

Supply and instal pumping set, centrifugal, electric driven, complete of capacity 7.5 HP and including PCC foundation all as specified.

Automatic star delta starter in SS enclosure heavy duty 4 Pole, 415 V, 3 Phase contactor type TC-I DX with wide band operating coil, overload relay type LR3D for motor protection & electronic starter of capable for 7.5 HP all as specified and directed.

PVC insulated and PVC sheathed multi stranded copper conductor cable for submersible pump set, ISI marked, conforming to IS-864 of size 3 core 10 Sqmm, 1100 volts grade, including necessary water proof connection to submersible pump at cable lead complete all as specified and directed.

Material and labour for foundation for holding tube well assembly of size 1x1x1mtr above ground level made of PCC 1:2:4 typr B-2 (using 40 mm graded crushed stone aggregats complete all as specified and directed by engr in charge.

Valve pit of size (150x 150 x 150 cm) consisting of randem rubble uncoursed stone masonary in cement motor 1:6, 50 mm thick coping with PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) incl excavation and earth work and disposal of surplus soil to a distance not exc 50 mtr and depositing where all as directed by Engr-in-Charge, plastering internally with 15 mm thick in cement motor 1:6 and flush pointing externally in the same mortar as work proceeeds and mild steel sheet cover (3.15 mm thick) angle iron frame of 40 x 40 x 6 mm handel locking arrengement and painting with two coats of synthetic enamel paint over a coat of red oxide primer on steel surface complete all as specified and directed by Engr-in-charge.

Steel water tubing ,80 mm bore medium grade with all fitting (such as bends, elbows, TEE., Short pieces, connectors back nut, disminishing pieces, caps and plug, unions etc) laid in trenches, all as specified.

Steel water tubing, 50 mm bore medium grade with all fitting (such as bends, elbows, TEE., Short pieces, connectors back nut, disminishing pieces, caps and plug, unions etc) laid in trenches, all as specified.

Steel water tubing, 25 mm bore medium grade with all fitting (such as bends, elbows, TEE., Short pieces, connectors back nut, disminishing pieces, caps and plug, unions etc) laid in trenches, all as specified.

Steel water tubing, 20 mm bore medium grade with all fitting (such as bends, elbows, TEE., Short pieces, connectors back nut, disminishing pieces, caps and plug, unions etc) laid in trenches, all as specified.

Sluice Valve,80 mm bore, class PN 1:6 conforming to IS 780 with iron wheel and gun metal spindle, flanged both ends including rubber joints, nuts, bolts gasket and washers and testing complete all as specified.

Sluice Valve,50 mm bore, class PN 1:6 conforming to IS 780 with iron wheel and gun metal spindle, flanged both ends including rubber joints, nuts, bolts gasket and washers and testing complete all as specified.

Non return Sluice Valve,80 mm bore, class PN 1:6 conforming to IS 780 with iron wheel and gun metal spindle, flanged both ends including rubber joints, nuts, bolts gasket and washers and testing complete all as specified.

Gunmetal globe or Gate valves, with iron wheel head, srewed both ends for iron pipe and fixed 25mm of size all as specified.

Gunmetal globe or Gate valves, with iron wheel head, srewed both ends for iron pipe and fixed 20mm of size all as specified.

Sand cushioning to under ground cable with dry sand locally available 8cm thick before laying the cable and 15 cm above the cable, stretching and testing of cable complete all as specified & directed by Engineer-in-Charge.

Supply & laying un-reinforced pre cast concrete cable covers class LV, type-1, flat, of size 250mm x 150 mm x 40mm all as specified & directed by Engineer-in-Charge.

XLPE insulated, armoured heavy duty electric cable with aluminium conductor , 1100 Volt grade, cross sectional area 35 sqmm 3.5 core including necessary cable lugs, glands, insulation tape complete all as directed and specified.

XLPE insulated, armoured heavy duty electric cable with aluminium conductor , 1100 Volt grade, cross sectional area 120 sqmm 3.5 core including necessary cable lugs, glands, insulation tape complete all as directed and specified.

XLPE insulated, armoured heavy duty electric cable with aluminium conductor , 1100 Volt grade, cross sectional area 16 sqmm 2 core including necessary cable lugs, glands, insulation tape complete all as directed and specified.

Steel tubular swaged poles type 410 SP-31 (9 metres long) including numbering of poles with paint and painting up to 1.5 meter above PCC benching of poles in black and white strips 5 number complete all as specified and directed by Engr-in-charge.

Thermoplastic cable junction boxes IP 55/IP65 with metric knockout for cable entry of size 200x160x98 mm fixed on pole/wall with MS clamps/MS Flat iron (as per site requirement) of size 25x4 mm, nuts, bolts,washers and glands, including 4 pole terminal and one No MCB SP 6 Amp and taking down old unserviceable boxes all as specified and directed.

Supply only 1.5 Sqmm 2 core multi-stranded armoured copper conductor, PVC insulated sheathed flat cable for connecting junction box to street light fitting complete all as specified and directed.

GI pipe light grade 40mm dia bore for cable protection fixed to pole/wall or laid under floor/road/pavement, complete all as specified and directed.

Rigid non-metallic PVC conduit, external dia 25mm, exclusive of boxes (junction/terminal) but inclusive of tees, bends, elbows, reducers, bell mouth tube ends and fixing accessories such as couplers, lock nuts, saddles, pipe hooks, MS clamps with nuts and bolts etc. for running PVC cable from junction box to street/flood light fitting complete all as specified and directed. Note: PVC copper wire shall be measure and paid for separately.

LT distribution panel, made out of 3.15 mm thick MS sheet, powder coated, dust & vermin proof, IP-66 Protection, Outdoor type factory made cubical totally enclosed type with front and rear door opening as per engineering practice provided with locking arrangement for opening of panel with provision of seperate chamber in upper part to encloser Aluminium busbar of cap 400 Amps fixed in steped manner on epoxy insulators in horizontal position with min 10cm distance between each busbars & panel body and 06 Nos seperate chambers of adequate size embedded in 40mm thick PCC 1:2:4 type B-1 (using 20mm graded aggregate), on angle iron of size 40x40x6mm with footing 30 cm clear space between bottom of panel and flooring including all accessories prewired with insulated copper wires of suitable size. The panel shall compromise of the following fittings and fixture :- (a) MCCB 250 Amps, 25 KA 4 pole with adjustable thermal and adjustable magnetic settings - 01 No (incoming) (b) MCCB 100 Amps, 16KA , 4 pole with fixed thermal and fixed magnetic settings – 05 No (c) Indicating lamps Led type (RYB). (d) Mutifunction digital meter with CTs & PTs of suitable size & Type idicating Volts, Amperes, PF, kW, kVA including energy meter - 01 No. (e) Control wiring complete with suitable size of copper cable PVC insulated and connection between busbar and MCCB & Changeover is with suitable size of Aluminium strip only. (f) Civil work including PCC for fixing of panel and other work as directed by Engr-in-Charge.

LED street light luminaries 60 Watt, minimum 6000 system lumens comprising pressure die cast aluminium housing with pre-wired gear tray with LEDs and driver, heat resistant, flat glass suitably gasketed for IP 66 protection colour temperature 5700K to 6500K, CRI>70 complete with all accessories pre-wired, fixed on existing bracket with and including necessary reducer/nut/bolt/drilling hole in pipe as per site requirement and making connections with PVC copper wire, complete including dismantling and taking down of old unserviceable street light fitting all as specified and directed.Make: WIPRO Cat Part No.LR02-67/-XXX-57-G2 or equivalant in the makes given in Appendix 'B' Note(s): (i) LM 79 certificate and LM 80 report of fixture and LED chip shall be produced by the contractor with useful life of 50000Hrs. (ii) PF of luminaries shall be more than 0.9. (iii) System efficiency shall not be less than 100 lumen/ watt. (iv) Driver: Isolated type with constant voltage and constant current, BIS certified and THD 0.9. (v) Test certificate for photometry, electrical and electronic parameters from NABL approved 3rd party laboratory shall be produced by the contractor. (vi) Make or logo of manufacturer should be embossed on the fixture or as per manufacturer's policy. (vii) PVC copper wire shall be measure and paid for separately.

Bracket 1.20m long, bent to shape out of GI pipe light grade 40mm dia bore and fixing on top of pole with two Nos. FI clamps of size 40x6mm and appropriate size bolts, nuts, washers, complete including one coat of red oxide primer & two coats of aluminium paint after preparation of surfaces all as specified and directed.

Cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) for foundation of poles/road cutting patch work including necessary form work and finished the surface with plastering using extra cement complete all as pecified and as directed.

Cement concrete 1:3:6 type C-I (using 20 mm graded crushed stone aggregate) for coping of poles/road cutting patch work including necessary form work and finished the surface with plastering using extra cement complete all as pecified and as directed.

Earthing with galvanized steel earth plate electrode 600 x 600 x 6mm thick, buried directly in ground (earth pit not less than 2.25 mtrs deep below ground level) with tope edge of the plate not less than 1.5mtr below normal ground level, connected to galvanized earth strip 32 x 6mm as earthing lead by means of bolts, nuts, check nuts and washers of galvanized iron or steel besides earth work GI pipe light grade 40mm bore for protection of GI strip from earth electrod to earth dolly supplying and laying charcoal dust common salt PCC 1:2:4 type B-1 chamber and RCC copver 40mm thick (1:2:4) type B-1 using 20mm graded stone aggtregate reinforcedwith 8mm die TMT bars @ 100mm C/C both ways with MS handle 12mm dia PGI funnel and wire mesh 20mm dia GI pipe light grade for watering all as shown in electrical plate No 3 and connected to earthing test point including testing complete all as specified and directed.

Point wiring for one light/Fan/bell point controlled by one switch one way in & including PVC conduit or casing and capping as per site requirement using FRLS PVC unsheathed multistrand copper conductor cable 1.5 sqmm single core for one light/fan point/bell point controlled by one switch including 3 mm thick plastic laminated sheet cover over PVC / wooden Box for earth continuity insulated PVC unsheathed(green colour) 1.5 sqmm copper earth wire connected to common earth dolly using complete all as specified and directed by Engr-in-charge. Note : (a) wiring shall be done by using proper colour coding.

Description all as per srl item No.97 here-in-before but for 05 Amp socket outlet on indeendent board complete all as specified.

Description all as per srl item No.97 here-in-before but for 05 Amp socket outlet on same board complete all as specified.

Description all as per srl item No. 97 here-in-before but for 15 Amp independent socket outlet using 2.5 sqmm ingle core wire complete all as specified.

Socket outlet 2-in-1 3 pin 5 Amps flush type 230 volts complete all as specified.

Switch piano, flush type 5 Amps One Way 230 volts complete all as specified.

Socket outlet 2-in-1 3 pin 5 & 15 Amps flush type 230 volts complete all as specified.

Switch one way 15 Amps flush type 230 volts complete all as specified.

Ceiling rose 3 terminal size 50x65mm surface type 230 volts complete all as specified.

Lamp holder insulated body with back plate for batten fitting suitable for LED lamp complete all as specified and directed by Engineer-in-Charge.

Crystal glass LED tube light of 18W T8 , 4ft. (double side connection with LED driver) with very high efficacy suited for installation in existing tubelight G13 lamp holders to give glare free light complete all as directed by Engr-In-charge.

LED Adore Lamp 14/15W, B22 base 6500K CDL type complete all as directed by Engr-In-charge

Bell Buzzer, Ding Dong AC. 230 volts,single pole type complete all as directed by Engr-In-charge

Bell push, flush type, 5 amp type complete all as directed by Engr-In-charge.

MCB SPN 32A, 240 V -10 KA all as specified and as directed by Engineer-in-charge.

MCB SP 6-32A, 240 V -10 KA all as specified and as directed by Engineer-in-charge.

Sheet metal enclosure double door for DB's SPN 8 way 240 V having 200 A rated bus bar complete all as specified and directed by Engr-Incharge.

Earthing complete with galvanised steel earth plate electrode 60x60cmx6mm thick, buried directly in ground (earth pit not less than 2.25meters deep below ground level) with top edge of the plate not less than 1.5meters below normal ground level, connected to GI wire 4 mm dia as earthing lead by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No 5 connected to earth test point all as specified and directed.

PVC exhaust fan of 300mm sweep with louvers, AC 230 Volts including pre wired with 1.0 sqmm wire complete all as specified and as directed.

Energy saving new generation Endura Rugby Neo - IP65,10W LED IP65 bulkhead luminaire with opal diffuser, etc complete with all accessories rewired electrically connected all as specified and directed by Engr-Incharge.

Supply, installation, testing & commisioning of SMC panel (GRP) confirming IS 14399 (Part-I & II) as ammended, Water tank of capacity 30000 liters to be fixed at a height of 9 m on steel staging including necessary PUF filling of adequate thickness to prevent freezing of water at out side ambient tempreature of (-) 35 degree celcius with Leh climatic condition . Necessary testing charge in this regard shall be included in quoted rate,complete all as specified and directed by Engr-in-Charge. Note- The standard Modular constr water tank configuration will be approved by GE before commencement, as offered by various manufactures. Note: Cost of steel staging will be paid separetally.

Constr of steel staging 9 mtr height incl RCC foundation, steel framework and all other misc steel work (at srl No 117 above) complete all as specified and shown on drg and directed by Engr-in-Charge.

shyam construction