PROVN OF NEW BORE WELL ALONGWITH RESERVOIR OF 1.4 LAKHS GALLON CAPACITY AT 7 AFH KANPUR CANTT

Amount

Lumpsum price worked out by the contractor for"BUILDING &STRUCTURES”as listed in Sch ‘A' Part I representing above/below the lump sum price of Rs 9,00,000.00 as inserted by MES for Sch ‘A’ Part I on Sl. Page No.20.

Lumpsum price worked out by the contractor for“INTERNAL ELECTRIFICATION ” as listed inSch ‘A' Part II representing above / below the lump sum price of Rs 13449.40 as inserted by MES for Sch ‘A’ Part II on Sl Page No.21 (R).

Lumpsum price worked out by the contractor for 'EXTERNAL ELECTRIFICATION ' as listed in Sch ‘A' Part III repersenting above/below the lump sum price of Rs 3,61,418.96 as inserted by MES for Sch ‘A’ Part III on Sl Page No 22 .

Lumpsum price worked out by the contractor for 'EXTERNAL WATER SUPPLY ' as listed in Sch ‘A' Part IV repersenting above/below the lump sum price of Rs 11,187.59 as inserted by MES for Sch ‘A’ Part IV on Sl Page No 23 .

Lumpsum price worked out by the contractor for 'ROAD,PATH AND HARD STANDING ' as listed in Sch ‘A' Part V repersenting above/below the lump sum price of Rs 3,26,108.50 as inserted by MES for Sch ‘A’ Part V on Sl Page No 24 (R).

Lumpsum price worked out by the contractor for 'Sewage Disposal ' as listed in Sch ‘A' Part VI repersenting above/below the lump sum price of Rs 84,101.90 as inserted by MES for Sch ‘A’ Part VI on Sl Page No 26.

Lumpsum price worked out by the contractor for 'Area Drainage ' as listed in Sch ‘A' Part VII repersenting above/below the lump sum price of Rs 88828.70 as inserted by MES for Sch ‘A’ Part VII on Sl Page No 27 (R).

Lumpsum price worked out by the contractor for 'Compound wall and gate' as listed in Sch ‘A' Part VIII repersenting above/below the lump sum price of Rs 4,93,679.05 as inserted by MES for Sch ‘A’ Part VIII on Sl Page No 28 .

Lumpsum price worked out by the contractor for 'SITE CLEARANCE, EXCAVATION & EARTHWORK ' as listed in Sch ‘A' Part IX repersenting above/below the lump sum price of Rs 1,08,823.06 as inserted by MES for Sch ‘A’ Part IX on Sl Page No 29

Lumpsum price worked out by the contractor for 'INTERNAL WATER SUPPLY ' as listed in Sch ‘A' Part XI repersenting above/below the lump sum price of Rs6212.69 as inserted by MES for Sch ‘A’ Part XI on Sl Page No 30 (R).

MISC E/M & B/R ITEMS (SCHEDULE 'A' PART X) BORE WELL /EXTERNAL WATER SUPPLY ( LOCATION FOR EXECUTION OF BOQ ITEMS AREA 7 AFH KANPUR CANTT) Drilling pilot bore hole of 250mm dia by reverse rotary rig machine unit in any kind of soil/rock including disposal of surplus soil/ rock to a distance n exc 50 mtr complete all as specified including deploying required rig machinery, T&P, equipments etc. complete including transporting of all materials like rig machine, tools & plants, collection of logical samples (drilling/ cutting) and to maintain drill time log book all as specified to a depth n. exc. 200 M complete as directed. Note :- Incase failure of pilot bore (due to non availablity of potable water/sufficient yield/high iron content etc) boring location to be changed as per direction of accepting officer cost for the trial bore to be paid in respective item.

All as per item No. 11 here-in-before but depth exceeding 200 m but n. exc. 400m. Location for execution of item:-

Reaming of 250 mm pilot bore hole of 250mm dia to 675 mm dia bore step by step in the manner as under to a depth upto 70 m from ground level. (i)250 mm to 350 mm (ii)350 mm to 450 mm (iii)450 mm to 550 mm (iv)550 mm to 675mm

All as per Sl item No. 13 above but to a depth exceeding 70 m and n. exc. 155 m from ground level.

All as per Sl item No. 13 above but to a depth exc 155 m and n.exc. 240 m from ground level.

All as per Sl item No. 13 above but to a depth exc 240 m and n.exc. 325 m from ground level.

All as per Sl item No. 13 above but to a depth exc 325 m and n exc 400 m from ground level. Notes for item No 11 to 17 (a) The following tests are to be carried out and reports as mentioned to be submitted by the contractor which is deemed included in the rates quoted:- (i) Recording the well discharge during drilling by a 90° V-notch. (ii) Recording the water bearing horizon. (iii) Taking the sample of strata at every 3.0m internal and every change in strata and preparation of litho logs based on these samples. (iv) Preparation of drill time log and submitting to deptt. (v) Collection of water samples in bottles for all aquifers encountered. (vi) Carrying out aquifer performance test at constant discharge with drawn down and recovery reading. (vii) Interpretation of data and preparing/ submitting hydro scientific report required for designing of submersible pump. (viii) Yield test as specified.(paid sperately against item No 27 of BOQ) (b) The range of depth given for boring with a particular dia of drill is not firm and shall be decided on ground by GE as per site requirements. The change in upper or lower limit of depth of boring from ground level with a particular dia of drill will not amount to any deviation and rates quoted against these items is only applicable even if drilling depth varies from Sch 'A' and nothing extra is admissible on this account. (c) Item No. 12 & 13 shall be operated only when sufficient water is available in pilot bore vide item No. 11 (d) No payment is admissible if any bore is abandoned due to default of contractor. (e) Location of bore well shall be as per CGWB report which is already obtained by dept, copy of report shall be made available to the contractor. (f) After completion of development of bore well, a test report on sample of water to ascertain quality from a recognized institution/ laboratory shall be submitted to GE without extra cost. (g) Verticality test should be carried out by the contractor from authorised agencies and report should be in tolerable limit.

Supply and assembling including jointing, lowering and fixing in position plain mild steel sheet casing pipe 350mm nominal dia, 8mm thick conforming to IS, jointed and welded with coupler rings (welding shall be done through out the circumference of the pipe and coupler rings both sides) including material and labour for two coats of bituminous paint complete all as specified and directed. Note :- Length of each pipe to be provided in casing shall not be less than 2.4 mtrs except where pipe length required is less than 2.4mtr. Pipe shall be approved by GE before lowering.

All as per item No.18 here-in-before but 200mm bore with 5.6 mm to 6 mm thick sheet.

Supply and fix mild steel strainer slotted pipe 200mm nominal bore 5.4mm thick conforming to IS complete all as specified and as directed. Note :-(i) The size of slote shall be designed by the contractor based on aquifierers regularly arranged at the equal distance all around the slotted pipe so as to make the perforation area 15 to 20% of slotted pipe, (including, jointing, welding etc.,complete all as specified in item No.17 hereinbefore) all as specified and as directed. (ii) Length of each pipe to be provided in casing shall not be less than 2.4 mtrs except where pipe length required is less than 2.4 mtrs.

Supply and fixing of socket reducer of size 14”x8” (350x200 mm dia) not less than 14 mm thick fixed at appropriate level including mild steel flat iron 40x6 mm (2Nos) on each joint extended 75 mm on each side complete all as specified and directed.

Supply and fixing bail plug of 8” (200 mm) made out of MS(ERW) pipe 8 mm thickness including 10 mm thick 'U' hook bars and welding and finishing properly complete all as specified and directed.

Supply and fixing of well cap suitable for 14” (350 mm bore) including welding and handle fabricated of MS sheet 8 mm thick including threading on top end of last piece of casing pipe left above GL complete all as specified and directed

Supplying and packing washed pea gravel of size 3 mm to 5 mm free from dust, dirt or vegetable matters as per IS-4097, around the linear assembly to the entire depth of bore well complete all as specified and directed. (Note:- Pea gravel shall be stacked at site and measurement of stack shall be entered in MB with reduction of voids & bulkage portion of pea gravel. Payment shall be made after deduction of voids & bulkage of pea gravel)

Developing the tube well with 600 PSI, 500 CFM capacity air compressor as required until clear water is obtained including transportation, errection and dismantling of air compressor complete all as specified and directed.

All as per Sl item No. 25 as above but by means of OP unit over pumping unit at the rate 25% above 32 LPS discharge ie 40 LPS consisting of VT pump as required until sand free water is obtained complete all as specified and directed. (Note For item No 25 & 26- Development hours of each bore shall not be more than 30 hours each and log sheet of compressor machine shall be maintained and signed by JE, contractor & Engineer-in-charge.)

M&L wooden strata sample box made out of 18 mm thick pre-laminated particle board and 12 mm thick BWP plywood with 25x25mm aluminum angle 2mm thick overall size of strata sample box is 900 x 400 x150 mm deep with minimum 30 Nos. partition /compartments or more of minimum size 75 x 100 x 100mm deep with front float glass sliding type cover and with aluminum frame around 2 Nos, key hole plate of size 40 x 25 x 6mm thick complete all as specified and directed. Note :- (a) Name of tube well location and strata with depth shall be shown on chart and affixed in strata sample box. (b) Supply strata container (plastic) containing 30 Nos each of 100 grams capacity including filling with sample of strata of soil collected while drilling at 2 m interval or where there is change of lithology shall be provided with strata chart.

M&L Yield testing of the tube well for continuous to 16 hrs all as specified in particular specification and as directed to determine the safe pumping yield of tube well etc. complete all as specified.

M&L Collection of water sample, carrying to approved analytical chemical laboratory for bacteriological, chemical and sanitary tests after the development of well complete all as desired by department to ensure the water in fit for human consumpution and inpurity ar less than the recommonded PPM as per ministry of health deparment. . Note :- If it is found not upto the standard limit, the film should treat the same with bleaching powder and arrange for pumping out the water till the water becomes bacteria free and fit for human consumption .

Supply, lowering and fixing MS column pipe screwed 150mm bore of class 'C' heavy duty 3.0 m in length having wall thickness not less than 7.1 mm electric resistance welded with MS flange heavy duty on both side confirming to IS and with provn of 8 nos holes welded all around with pipe for rigidness and 4 Nos ribs 10 mm thick including 2 mm thick rubber sheet of suitable size with nut, bolt and washer shall be confirming to IS and connecting complete all as specified and directed. (Note:- Payment of 3m length MS column pipe shall be treated as Each unit)

M&L Electric logging in bore for continuous process delineation of granular zones as also the quality of ground water including report interpretation complete all as specified. (Note: Electric wire for lgging including electric logging machine cost shall be deemed included in "Each Job' nothing extra will be paid on this account and payment will be made only after stais factory report received and treated as 'Each Job' Failure of electric logging the cost of testing shall not be paid to contractor)

Supply and fix PVC insulated & sheathed 1100 volts grade 3 core submersible flat cable of size 16 Sqmm flat type, multi stranded copper conductor including connection to motor and starter complete including necessary joint with M seal and brass ferrule as necessary all as specified and directed. Make: Havells/Polycab/Plaza/Finolex or equivalent in other make as as given in Appendix 'B'

Material and Labour M seal joint suitable for submersible cable water proof and with brass ferrules etc., complete for 3 core 16 sqmm copper conductor cable 1100 volts grade all as specified.

Supply and fixing of connecting piece one end flanged and other end screwed duly welded 1.5mtr long MS column pipe 150mm dia bore for connecting column pipe and NRV of submersible pump 125/150mm dia complete all as specified and directed.

Supply, install, commission and test submersible pump set as per IS 8039/2002 and shall be ISI marked, electric driven, 415 V, TP suitable for inside bore well comprising of bronze impellors in CI casing with stain less steel shaft, sleeve etc for 200mm dia bore well discharge capacity 25000 Gallons per hour, discharge head 72 mtr complete all as specified and directed.Make :-KSB/Kirloskar/Crompton or equivalent in other make as as given in Appendix 'B'

Supply, install and testing of high pressure single head gear motored dozing pump of suitable for 20000 to 25000 GPH discharge capacity, line pressure of 3 Kg/cm2 and chlorination requirement from 0.5PPM to 5 PPM with accessories including lead, connecting nuts, injection check valve, clay weight, ferrules, dozing system consisting of 50 to 100 litres PE/FRE tank with lid, level gauge, single phase electric motor and agitator with shaft and blade mounted on tank. Lid must have port hole for pouring grannular chlorination chemical and water when necessary. Lid must have provision for mounting dozing pump on the lid/wall complete all as specified and directed. ( Note:- Liquid end of the dozing pump including accessories shall be of non metallic).

Supply only chlorine based high strength granular chemical for chlorination which free flowing granular material free of foreign matter, decomposing at 1770 , decomposes in water and alchohol, not hygroscopic, practically clear in water solution level complete all as directed.

M&L centrifugally cast (spun) ductile iron pressure pipes 150 mm bore for water with socket & spigot ends confirming to IS 8329/2000 in any length for classification of K-9 suitable for rubber gasket push on with cement mortar lining inside the pipe with outside zinc coating as per IS 8329/2000 complete all as specified and as directed .Make: Electro steel/Tata/Jindal/Jai Balaji or equivalent in other make as as given in Appendix 'B' (Note :- Rubber gasket joint should be included in quoted rate).

M&L cast iron fittings such as bends tapers to pieces( Single or double) branch pieces any type, straight, connecting pieces, socket, collars, caps, plugs, flanges/spigot with nut, bolts and washers up to 150mm dia complete all as specified and directed.

Supply & fixing of sluice valves 150 mm dia class PN-1.6, IS-14846 with flanged ends, stainless steel spindle and iron wheel including nut bolts and rubber packing complete all as specified and directed.

M & L construction of valve pit chamber 1250 x 1250 x 1000 mm internal dimensions, 6 mm thick MS sheet cover with 2 Nos MS hinges welded to angle iron frame of 40x40x6 mm thick with lifting hook and locking arrangement complete with necessary excavation & earth work, brick work with sub class 'B' bricks old size in CM (1:6), 230 mm thick, PCC bed (1:4:8) type D2 using 40mm graded stone aggregate 150 mm thick, 15mm thick redndering in CM (1:4) finished even & fair and applying a coat of black bituminous paint to the steel surfaces complete all as specified and directed.

Provn of safety equipment, fire fighting eqpt like fire extinguisher 6 kg make ABC typr (5 Nos) Bitter (1) Fire bucket (1 Nos), suitable size of stand post (1 Nos) and Schematic diagram and strata chart all as per specified and directed by Engr in Charge.

Cutting the existing CI pipe line class 'B' 150/200 mm bore and inserting of Tee .

Supply, installation, testing and commissioning of chain pully block capacity 3 Ton electrically operatored including electrical connection with suitable size of cable and connection all items as per specified and directed by Engr in Charge.

Supply and fixing non return valve 150 mm dia PN 1.6 all as specified and directed.

DIESEL GENERATOR SET Supply, installation, testing and commissioning of silent, Diesel engine driven factory assembled, floor mounted generating set of capacity 63 KVA, 3 phase, 4 wire, 50 Hz, 1500 RPM as per IS 10001/10002 complete with safety control and metering equipments mountecd on & inducing common base frame on new PCC foundation as recommended by manufacturer all as specified and comprising the following :- (a) Prime Mover : Directly coupled diesel engine, water cooled suitably de-ratea of matching BHP for driving 63 KVA capacity, alternator electric start, four stroke confirming lo Iciest Is-10001/10002 for continuous running and capable for taking 10% over load for 10 hours complete with following accessories:-

(i) Fly wheel to suit flexible coupling. (ii) Flexible coupling with guards (iii) Air cleaner with fillers. (iv) Lubricating oil filter. (v) Anti-vibration pad as recommended by manufacturers. (vi) PT pump with electronic gevernor of suitable capacity. (vii) Self starter 24 volts DC (viii) Necessary arrangement for charging battery. (ix) Lead acid storage battery 12 volts-02 Nos, as recommended by manufacturer (EXIDE) alongwith flexible copper battery lead and connector. (x) Battery rack made out of MS angle iron 40 mm x 40 mm x 5 mm & 150 mm height 01 No. (xi) Standard safety device. (xii) Daily services fuel tank for full running capacity of DG set for min 08 hours enclosed within the canopy all as per CPCB with lever indicator inlet, fuel outlet drain plug, air vent and locking arrangements etc including fuel pipe connections with connected GI pipe medium grade from fuel tank to DG set and over flow from the DG set to fuel tank complete with gate valve.

(xiii) Exhaust system shall be provided with thermal insulation by using fire retardant/ non igniting foam conforming to BS-4735 to prevent excess heat radiation on the engine and safe for operator. (xiv) Mechanical panel having following accessories :- (aa) Lubrication oil temperature guage - 01 No. (ab) Lubrication oil pressure guage 01 No. (ac) Water temperature guage - 01 No. (ad) Starting switch with key - 01 No. (ae) Battery voltmeter. (af) Indicator lamp etc. (ag) Safety measures. (i) Low lubribcint oil pressure trip. (ii) High coolent temp trip. (iii) Engine over speed trip. (iv) Battery charging alternator. (v) Emergency stop pressed.

(b) Alternator : 63 KVA at 0.8 power factor, self regulated 3 phase with neutral 415 volts 50 Hz 1500 RPM as per IS : 13364 complete with automatic voltage regulator and foot mounted including making cable connection. The salient feature of alternator are as under :- (i) Voltage regulation under static condition + 1.5%. (ii) Class 'F' insulation. (iii) Permanently lubricating bearing. (iv) Capable to take 10% over load for one hour for every 12 hours.

Control AMF Panel : AMF control panel factory made cubicle type floor mounted totally enclosed fabricated out CRCA sheet 14 SWG over on angle iron frame made out of 50x50x6mm angle with removable side cover hinged front panel and rear panel for easy accessibility epoxy powder coated complete with internal wiring with suitable size copper conductor cable and cable gland for external connection complete suitable for 62.5 KVA DG set with by pass assessment including all necessary operating and control device (to meet the requirement of above capacity plus 25% over load) such as contactors, MCCB's, CT's volt meter, Ammeter, incicating lamp, frequency meter, energy meter with protection fuses for panel instrument battery charging system with indicator and cut off relayes low and high oil pressure, high speed over load and earth fault protection, reverse current protection duly wired with flexible copper concuctor cable and cable connection with lugs/thimbles complete as recommended by manufacturers and as directed.

(c) Tool kit to be supplied with DG set are as under :- (i) Ring spanner set of 10 - 01 set. (ii) Screw driver 6" x 8" and 12" x 14" - 01 No each. (iii) Adjustable spanner 12" - 01 No. (iv) Double end spanner set 10 - 01 No. (v) Cutting pliers 10" - 01 No. (vi) tool box - 01 No.

(d) ACOUSTIC ENCLOSURE : Floor mounted acoustic enclosure suitable for 63 KVA DG set as per CPCB norms of the make as that of DG set be provided.

Material and labour Earthing complete with galvanised iron earth plate electrode of size 60 x 60 x 6 cm buried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 metre below normal ground level, connected to and including GI strip 32 X 6 mm (upto the body of equipment) by means of GI bolts/nuts/washers, protected by 40 mm bore GI light grade pipe. Earth plate shall be surrounded by alternate layer of charcoal or coke and common salt 15 cm thick all around bottom and top. 20 mm bore GI light grade pipe for watering and including funnel, wire mesh,RCC cover & frame, PCC (1:3:6) type C2 (using 20 mm graded crushed stone aggregate) as in earthing pit including necessary excavation & earth work, all as specified

EXTERNAL WATER SUPPLY M & L construction of valve pit chamber 600 x 600 x 600 mm internal dimensions, 6 mm thick MS sheet cover with 2 Nos MS hinges welded to angle iron frame of 40x40x6 mm thick with lifting hook and locking arrangement complete with necessary excavation & earth work, brick work with sub class 'B' bricks old size in CM (1:6), 230 mm thick, PCC bed (1:4:8) type D2 using 40mm graded stone aggregate 150 mm thick, 15mm thick redndering in CM (1:4) finished even & fair and applying a coat of black bituminous paint to the steel surfaces complete all as specified and directed.

EXTERNAL ELECTRIC SUPPLY M&L for floor mounted LT panel board outdoor type factory made and tested (CPRI approved) 415 volts 3 phase 4 wire 50 HZ AC supply having busbar chamber 400 Amps Aluminium strip TPN, installed on porcelain insulators, and copper conductor wiring , the panel shall be dust and vermin proof and made up of 2 mm CRCA mild steel sheet and 40x40x6 mm thick angle iron frame work, powder coated finish over one coat of red oxide primer out side and in side, front and rear opening type, with aprons for cable entry with double door shutter and locking arrangement, internal wiring with PVC insulated solid copper conductor FRLS cables, IS -694 marked of adequate size but not less than 4 sq mm and suitable to accomodate and including the following acessories:-

Note :. (i) Panel shall be mounted on brick work plate form duly plastered and PCC copping work on top surface , height shall be 0.45 m above the GL and 0.40 M all around the FPB (ii) All incoming and out going cables shall be connected with suitable size of cable luggs and cable galands.

Supply & fixing street light fitting with energy efficient LED street light fitting powder coated PDC aluminium 75 Watt heat resistance toughened glass with lens dimmable (1V-10V DC input control voltage of 10% to 100% ) LED street light fitting with lens complete with all acessories such as LED driver and testing complete connection with copper wire 1.5 Sqmm three core from pole box to street light fitting. Make Crompton Greaves /Philips/Wipro or equivalent in other make as as given in Appendix 'B'

S&F SMC junction box (water proof) of size 250x250x160 for street light poles with connector for connection incoming and outgoing cables including provn of 01 No MCB SP 06 Amp to control the pole light circuit including 04 x aluminium bus bars strips 150x30x3mm of size mounting in the insulator and MS brackets made out of 32x4 mm, F1 clamps with suitable nut, bolts and washers including suitable size of double compression cable glands for incoming and outgoing cables. Make : Sintex/Finolex/Hensel or equivalent in other make as as given in Appendix 'B'

Supply & fixing for street light bracket made out from GI Pipe 40 mm , light grade ,2.5 m long bent to shape including fixing clamp made out from MS Flats of size 25x5 mm complete with nuts and bolts and washers of suitable size duly painted with two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed .

M & L for boring through existing road with trenchless method for passing of UG cable complete all as specified and directed

Supply, errecting and installation of steel tubular swaged pole of overall length 9 meter long having max tensile strength 40Kgf/mm2 of type 410 SP-31 single swan neck made out of 50mm dia MS pipe 1.5/1 mtr long to be joined on top of LT pole incl fabrication work for fixing street light. A through hole of 14 mm dia shall be provided at height of 2.5 mtr from base plate for inserting 2 core cable from junction box to top of the pole portion shall be fabricated for fixing street light fitting complete with cast iron base plate having suitable dia of hole through the pole with nuts & bolts for earthing arrangement, bottom portion of tubular steel pole having 165.10 mm outer dia in 5 mtr length, 4.5mm wall thick, middle portion having 139.7mm outer dia 2 meter length 4.5mm wall thickness and top portion having 114.3 mm outer dia in 2 meter length 3.65mm wall thickness of pole wall respectively bottom MS square plate duly painted with two coat of black bituminous paint through out, internally and externally up to planning depth and painting remaining portion of pole with two coat of aluminium paint to the entire exposed surfaces over one coat of red oxide primer making/painting three Nos circular strips each of 30 cm wide with one yellow and 02 Nos black colour strip synthetic enamel paint and marking pole number with black paint all as spfd and directed. (Note : Excavation, earth work, PCC work shall be measured and paid separately under respective items)

Material and labour Earthing complete with galvanised iron earth plate electrode of size 60 x 60 x 6 cm buried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 metre below normal ground level, connected to and including GI strip 25 X 4 mm (upto the body of equipment) by means of GI bolts/nuts/washers, protected by 40 mm bore GI light grade pipe. Earth plate shall be surrounded by alternate layer of charcoal or coke and common salt 15 cm thick all around bottom and top. 20 mm bore GI light grade pipe for watering and including funnel, wire mesh,RCC cover & frame, PCC (1:3:6) type C2 (using 20 mm graded crushed stone aggregate) as in earthing pit including necessary excavation & earth work, all as specified

INTERNAL ELECTRIFCATION M & L concealed point wiring on wall and surface wiring on ceiling/roof/trusses with necessary fixing arrangements with PVC-FRLSH insulated and unsheathed copper multistranded conductor of size 1.5 Sqmm, 1100 volts grade drawn in and including rigid metallic MS conduit 16 SWG ISI marked not less than 20mm dia with all conduit accessories/ fittings such as junction boxes, bends, tee, elbow etc including anodized MS sunken boxes made out of MS sheet of thickness not less than 1.6 mm with earth dolly covered with bakelite laminated sheet 3mm thick, ISI marked for mounting of switches / sockets, fan regulators with brass screw and cup washers including PVC-FRLSH insulated and unsheathed copper multistrand conductor of size 1.5 Sqmm, 1100 volts grade for continuous earthingcomplete all as specified and directed for one light /fan point, controlled by one, one way switch

All as per item No 56 here-in-before but for one 5/6 Amp socket point controlled by one switch on independent board.

All as per item No 56 here-in-before but for one 5/6 Amp socket point controlled by other switch on same board.

(c) All as per item No 56 here-in-before but for for power point wiring 2.5 Sqmm PVC-FRLSH insulated, unsheathed, copper conductor, multistranded 1100 volt grade cable and 1.5 Sqmm PVC-FRLSH insulated, unsheathed, copper conductor, multistranded 1100 volt grade cable as continous earth lead.

S&F ceiling fan 1200 mm sweep 5 star rating complete with down rod and accessories (without regulator) and electrical connections with 3 core copper cable 1.5mm sqmm from ceiling rose to fan complete all as sspecified and directed. (Make- HAVELLS Model PACER or equivalent in other makes given in Appendix 'B' duly approved by GE).

S&F exhaust fan steel body, 230 volt AC single phase 380mm sweep with blades and frame and lovours complete including electrical connection with the ceiling rose with 3 core flexible wire complete all as specified and directed by Engr-in-charge. Make: Havells/ Bajaj/cromption or equivalent make as specified in Appx 'B' to PS

Supply and fixing of LED tube light fitting boxe type alongwith LED tube rod 20 watts and fix with ceiling rose complete all as specified Make: Havells Cat No LHEWEBP71N1WO20 or equivalent in other make as as given in Appendix 'B'

S&F wall security light fitting energy saving & environmental friendly long life versatile pressure die cost aluminium IP-66 road way luminaries with high power LED as a light source with toughened glass of 25W LED fittings alongwith GI bracket made out of GI pipe 25mm dia medium grade of 0.75mtr length including 02 Nos. 25x3 mm flat iron clamps grouted on walls and provision of threee ore flexible of 1.50 sqmm copper conductor cable from ceiling rose to lght fitting and other flexing arrangement as required at site complete all as specified and directed. Make: Wipro cat part No LR02-291-XXX-57 XX, Havells Cat No LHETAXU7PA6J025 or equivalent in other make as as given in Appendix 'B'

M& L for earthing complete with galvanized steel earth plate electrode 60cm x60 cm x6.0 mm thick buried directly in ground (earth pit not less than 2.25 Mtrs deep below ground level) with top edge of the plate not less than 1.50 Mtr below normal ground level connected to galvanized earth lead strip 4 mm dia by means of bolts, nuts, check nuts and washers of galvanized iron or steel all as shown in electrical plate No.5 connected to earthing test point all as specified or indicated including testing on completion including PCC pit in (1:3:6) type C-2 cement concrete .RCC 1:2:4 Mix type B reinforced with 6mm dia MS bars @ 150mm RCC cover slab 40mm thick with two no’s fitting handle, GI pipe 20mm dia light grade with funnel & wire mesh for watering and 40mm dia light grade GI pipe for earth strip 4 mm protection etc. complete all as specified and directed by Engr-in-Charge

M/s R.V. Constructions

Banarsi Lal Ahuja