SPECIAL REPAIRS FOR RESTORATION OF DAMAGED RCC POLES AND CONNECTED LT OVER HEAD LINES ATC GATE TO SECURITY WATCH TOWER NO13 AT INS HANSA AND ADDITION ALTERATION UPGRADATION OF SEWAGE DISPOSAL TO BLDG P218A NTS GOA UNDER AGE EMI AGE BRI AT GE NW VASCO

Amount

SPECIAL REPAIRS FOR RESTORATION OF DAMAGED RCC POLES AND CONNECTED LT OVER HEAD LINES FROM ATC GATE TO SECURITY WATCH TOWER NO. 13 AT INS HANSA (E/M PORTION)

Taking down old Serviceable / unserviceable street light from the pole and check for serviceability of street light including keeping. Serviceable street light in safe custody and re fixing under relevent items No - 02. Dismantling old RCC pole and ACSR Conductor, cross arms clamps etc will be issued to contractor under sch of credit complete all as specified and directed by Engineer-in-Charge. Note :- (i) Cost of T&P and skilled electrician are deemed to be included in this rate.

Refixing only serviceable street light removed from the pole under relevent item No 01 here-in-before including all electrical connections complete all as specified and as directed. Note :- (i) Cost of, new nut, bolt and washers of required size/ description are deemed to be included in the rate quoted. (ii) electrical cable of required size will be measured and paid separately under subsequent items of BOQ.

Supply and fix in repairs 90 Watt LED street light dimmable with pressure die cast aluminium housing & toughened glass with IP-66 degree protection, individual LED's must have peanut lenses for better throw across & along the road with luminarie efficacy of greater than 100 lumen/Watt. The luminarie should have 5 KV surge protection, PF > 0.95, and total harmonic distortion of THD < 10%, voltage range of 140-280V should be provided. The manufactures LOGO must be embossed/Engraved in the housing of the luminarie complete all as specefied and directed

Supply & transporting and erecting in replacement octagonal hot dipped galvanised mild steel pole with grey powder finish 7 meter long complete with top dia of size 70 mm and bottom dia of size 130 mm including base plate of size 200 x 200 x 12 mm, including foundation and GI bracket for mounting 01 No of street light fitting on top complete all as specified and directed.

Note for Srl Item no. 1.04 above:- The rate includes for following:- (i) The Excavation in trenches of size 0.6m x 0.6m x 1.45m shall be carried in hard soil / soft disintegrated rock. (ii) PCC 1:4:8 lean concrete for foundation shall be of size 0.6m x 0.6m x 0.15m (iii) RCC foundation shall be 1:1:2 type A1 using 20mm graded stone aggregate of size 0.40x0.40x1.5m (1.3m below GL and .20m above GL) (iv) Foundation reinforcement shall be 12 dia main 4Nos with strips 8dia @ 190mm C/C (v) 63mm PVC flexible pipe shall be inserted as per drawing as directed for cable connection (vi) Bolt shall be 20mm dia 4Nos of 600mm long with projected bolt length shall be 100mm with pitch circle dia 200mm. (vii) Necessary returning filling ramming inlcuding removal of excavated earth to a distance 50m all as directed.

Excavation in trenches n.exc 1.5m wide and not exc 1.5m in depth for foundation etc, or cesspits, manholes, pier holes, etc n. exc 10 Sqm on plan and getting out in hard/ dense soil complete all as specified and directed.

Excavation in trenches n.exc 1.5m wide and not exc 1.5m in depth for foundation etc, or cesspits, manholes, pier holes, etc n. exc 10 Sqm on plan and getting out in soft/ disintegrated rock complete all as specified and directed.

Excavation in trenches by cutting of road crossing/PCC hard standing, under boundary wall for laying of pipe/cable including making good the existing surface with same finish to match the original finish complete all as specified and directed.

Returning filling in excavated earth work including spreading, levelling, watering and well ramming in layers n.exc 25cm thick in any strata all as specified and as directed.

Removing excavated material of soils from site to a distance not exc 50 mtr away and depositing where directed not exc 1.5mtr from the starting point.

Supply and lay Double walled corrugated pipe (DWC ) confirming to IS 14930 heavy duty 63/50 mm bore for cable protection as a guard pipe including required accessories etc. complete as specified and directed.

Supply, installation, testing and commissioning LT panel board suitable for working on 3 phase, 4 wire, 415 volts, AC, 50Hz, outdoor type, cubicle, floor mounted, free standing, dust and vermin proof, air ventilation made out of 3.15 mm thick CRCA sheet and suitable sized angle iron and flat duly powder coated and shall be CPRI approved and as approved by GE. Panel shall have front and rear opening, locking arrangement, cable alleys, bus bar chamber and switch gear compartment, hinged door with rubber gasket, bottom cable entry holes for incoming and out going cables, cable gland, earthing terminals, affix danger notice plate, copper bus bar duly covered with heat shrink sleeves colour coaded duly fixed on DMC/SMC insulators, housed in a separate bus bar chamber and control wiring with copper conductor cables of adequate size and length, incoming and outgoing MCCBs shall have extended bus bar links and civil work/PCC foundation as per site requirement and removing of old unserviceable LT panel from existing location after disconnecting of existing cables complete all as specified and directed including comprising of following (Location : At foot ball ground).

Incoming :- (a) On-load change over switch 400 Amps, 4Pole, 415 V, 50Hz front handle operated type -01 No (b) MCCB 400 Amps, FP, 35 KA, 415 volts, 50Hz-01 No (c) Digital Ammeter, with CTs & ASS-01 set (d) Digital voltmeter, with VSS-01 set (e) LED phase indication lamps RYB-01 set (f) Copper bus bar 600 Amp Outgoing:- (a) Provision for MCCB 3 Pole, 125 Amp 415V - 04 Nos. (b) Provision for MCCB 3 Pole, 63 Amp 415V - 01 Nos. (c) M & L for necessary fixing arrangements by drilling and provn of fdn bolts in the existing floor complete - 01 job

Note : - (a) New MCCBs/ Change over switches are included in the rate. (b) Rate for Inter-connecting copper control cable along with necessary copper lugs are inclusive in the quoted rates. (c) The dimension of panel given in the schedule are approximate size only. The contractor should obtain necessary approval / layout /general arrangement for panel from Engineer-in-Charge prior to commencement of work. (d) Cost for connecting of existing old UG cable of any size / type to new incoming / out going terminals by cutting the required length, addn/altrn and provision of necessary cable lugs, cable glands, nut, bolt and washers, etc., shall be included in the quoted rates.

Supply and lay XLPE insulated, armoured heavy duty electric cable with aluminium conductor,1100 volts grade, 3.5 core cross sectional area 185 sq mm complete all as specified and directed.

Supply and lay XLPE insulated, armoured heavy duty electric cable with aluminium conductor,1100 volts grade, 3.5 core cross sectional area 120 sq mm complete all as specified and directed.

Supply and lay XLPE insulated, armoured heavy duty electric cable with aluminium conductor,1100 volts grade, 3.5 core cross sectional area 95 sq mm complete all as specified and directed.

Supply and lay XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, 3.5 core cross sectional area 70 sq mm complete all as specified and directed.

Supply and lay XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, 4 core cross sectional area 25 sq mm complete all as specified and directed.

Supply and lay XLPE insulated, armoured heavy duty electric cable with aluminium conductor,1100 volts grade, 4 core cross sectional area 35 sq mm complete all as specified and directed.

M & L for Earthing complete with GI earth plate, electrode,600x600x6.0 mm thick burried directly in ground (earth pit not less than 2.25m deep below normal ground level) filled with common salt and charcoal and connected to GI earth strip 32x 6 mm thick by means of GI nuts, bolts, & washers as shown in electrical plate No. 5 of SSR Part-I and Connected to earthing test point all as specified and including necessary PCC earth pit chamber of 1:3:6 and chamber cover of 50mm thick RCC 1:2:4 with 6mm dia mild steel reinforcement of 10 cm c/c spacing both ways in lieu of CI cover, watering arrangement shall be made with GI pipe light grade of 20mm dia including funnel and protection to earth lead shall be provided with GI pipe light grade 40 mm dia unto 7.5 from the earth plate electrode & refilling of soil etc including necessary excavation & earth work in any strata and PCC chamber complete all as specified and directed including demolishing of existing earth pit taking out old materials.

S & F PVC Copper cable 3 core 1.5 sqmm, 1100 volts all as specified and directed.

Supply and fix Analogue type timer switch (Daily time switch) including power contactor 25 Amps, three phase, 415 volts and MCB TPN 32 Amps 10 KA 'C' series with arrangement of auto/manual control switch duly prewired and bypass arrangement and including sheet metal enclosure of 3.15 mm thick CRCA sheet of adequate size with powder coated for enclosing the time switch with necessary fixing arrangements on PCC pole/wall surface by providing MS flat iron clamps 32x6 mm and nuts,bolts, washers etc complete all as specified and directed.

ADDITION / ALTERATION AND UPGRADATION OF SEWAGE DISPOSAL TO BLDG NO P-218A AT NTS GOA (B/R PORTION)

Excavation over areas n exc 1.5 m deep in soft disintegrated rock and getting out complete all as specified and directed.

Excavation over areas exc 1.5 m and n exc 3.00 m deep in soft disintegrated rock and getting out complete all as specified and directed.

Excavation over areas exc 3.00 m and n exc 4.50 m deep in soft/ disintegrated rock and getting out complete all as specified and directed.

Removing excavated hard dense soil material exc. 250 m but n exc. 500 m and depositing where directed

M& L Cement concrete 1:4:8 Type D2 (using 40 mm graded aggregate ,in foundations, filling and mass concrete complete all as specified and directed.

M&L for Pre-cast cement concrete block masonry of 1:3:6 type C-1 with solid blocks, exc. 10 cm in width and setting in mortar 1:6, complete all as specified and as directed.

M & L for Precast cement concrete hollow block masonry exc. 10 cm in width and setting in mortar 1:6 complete all as specified and as directed.

Reinforced cement concrete 1:1:2 type A1 (using 20 mm graded aggregate) as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.

Reinforced cement concrete 1:1:2 type A1 (using 20 mm graded aggregate) 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 and directed.

Use and waste of formwork to soffits of suspended slabs such as roof slab, floor slabs, landing; and similar work not exc 200mm thick; rough finished surfaces of conrete flat complete all as specified and directed.

Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc rough finished surfaces of concrete flat complete all as specified and directed.

S&F Hand rails, half round or other stock section, nosing to steps in clouding embedding 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.)., and similar work conforming to Fe 290 gde E 165

Mild steel TMT bars 10mm dia and over, cut length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to complete all as specified and directed.

All as per item No. 2.13 above but 6mm to 8mm dia,

S&F framed work such as grills gratings, etc., with ends of bars shouldered and/ or riveted, or forged into apikes; framed guard bars; barred iron doors; ladders; framed baluster; walk ways; railings; framed work or water tanks and similar work conforming to Fe 290 gde E 165 complete all as specified and directed.

S&F asbestos cement pipes of 100mm bore dia in any length with cement joints fixed to wall complete.

S & F AC slotted vent cowl of 100mm bore dia complete

M&L rendering 10 mm thick in cement mortar 1:4 on wall of brick work or concrete surface, finished fair and even all as specified and directed.

M&L rendering 5mm thick in cement mortar 1:3 on wall of brick work or concrete surface, finished fair and even all as specified and directed.

Supply only liquid water proofing compound.

Surface dressing n.exc 15cm deep and getting out in hard/dense soil all as directed

Use and waste of formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide. (Where RCC/PCC band in walls, spanning and opening, the formwork complete all as specified and as directed.

M&L for hard core of broken bricks for loose filling using 63mm to 100 mm of size

S&F PVC (SWR) pipes 110mm single socketed, in any length with rubber ring joints, laid in trenches or in floor .

S&F PVC (SWR) Bend pipes 110mm with or w/o access door fixed complete

Excavation in trenches n.exc 1.5m wide, exe 1.5m deep and not exc 3.0m in depth for foundation etc, or cesspits, manholes, pier holes, etc n. exc 10 Sqm on plan and getting out in soft/ disintegrated rock complete all as specified and directed.

M & L for PCC (1:2:4) type B1, using (20 mm graded stone aggregate ) as in copings and the like including weathering, slightly rounded or chamfered angles and throating with and including necessary use and waste of formwork complete all as specified and directed

M&L for rendering 15mm avg thick cement plaster in CM (1:4) (10mm thick 1st coat+ 5mm thick finishing coat) on solid block masonry work mixed with WPC as per manufacturer’s instructions finished the surface even and smooth (without using extra cement) complete all as specified and as directed. Note : Water proofing compound will be measured and paid separately

M&L for precast cement concrete (1:2:4) type B1, using (20mm graded stone aggregate) as in cover slab for manholes, etc set in CM (1:4) including necessary use and waste of formwork complete all as specified and directed.

M & L for PCC (1:2:4) type B0, using (12.5 mm graded stone aggregate ) as in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed

M & L for PCC (1:3:6), type C-2, using (40mm graded stone aggregate) as bedding layer of the drain pipe and including packing under haunching against the sides of pipe and after they laid and tested for 150mm dia pipe, etc. complete all as specified and directed.

M&L for 150 mm dia reinforced concrete class NP-2 laid and jointed complete with collars all as specified and as directed.

S & F Mild steel roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) confirming to Fe 410-W including cleats, distance pieces etc all as specified and as directed.

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

M&L for 100 mm thick Cement concrete type B2, 1:2:4 (using 40 mm graded granite stone aggregate) in flooring / hard standing complete all as specified and as directed.

Sand filling under floors or in foundations including watering and consolidation

S & F Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment complete all as specified and as directed.

M&L for preparation of steel surface and applying one coat of red oxide zinc chrome primer and two coats of Epoxy anticorrosive paint over 10 cm width or girth.

M & L for Non - skid Ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match laid over & incl 15 mm thick screed bed in CM 1:4 complete all as specified and as directed.

M&L for coloured Glazed ceramic tiles in vertical surfaces 300 x 200 x 7 mm/ 450 x 300 x 7 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match complete all as specified and as directed.

S&F in PVC (SWR) floor trap 75 mm, plain with CP grating including joining with solvent cement complete

M & L for preparation of new plastered surfaces of walls and applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10sqm all as specified and as directed.

M&L for Preparing new plastered wall surfaces and applying two coat of oil bound distemper over chalk whiting, on plastered surfaces, preparatory to distempering, after applying 3mm thick wall care putty on wall

Supply and fixing factory made uPVC white colour fixed glazed window/ ventilator made of (small series) frame 47 x 50 mm mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area upto 0.75 sqm.) comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I. fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & as directed (Glass shall be paid separately).

Note : For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.

S&F solid PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube all as specified and as directed.

S & F Factory Made Solid PVC Moulded Door Shutter, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded Prelam PVC Sheet on the front face & 2mm prelam colour PVC sheet on back face, including 20 mm thick PVC lining around all 4 edges of shutter, supplying & fixing in frame at site as per specification & drawing all as specified and directed.

Supplying and laying of CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified of dia 20 mm.

All as per item No. 2.48 above but 25 mm dia

S&F in 15 mm bore, chromium plated bib taps cast copper alloy with crutch or butterfly handle screwed down for iron/PVC pipe complete all as specified & directed.

S&F in Brass Chromium plated shower roses with or without swivel joints, any size, including fixing to steel pipe or union alongwith arm 225mm and flange.

Excavating in post holes or similar holes, each not exceeding 0.5 Cu. M, getting out in Soft/ disintegrated rock and removing surplus soil to a distance n.exc 50m & making good surface complete all as specified and as directed.

Plain Cement Concrete Type C2 1:3:6 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and as directed.

S&F 4mm thick sheet glass ordinary quality and glazing with oil putty in squares not exceeding 0.5 sqm each pane complete all as specified and as directed.

Shine Enterprises

OM SAI ELECTRICALS

M/S P S BABU

Susheel Enterprises