Construction of 5 MLD pumping station at Ch.24.050 km of Left Bank Main Canal of Tillari Irrigation Project to supply raw water to Colvale Industrial Estate in Colvale Village, Bardez Taluka.

Amount

Earthwork in excavation by mechanical means in all types of strata comprising any of the materials such as soil, silt, sand, clay, gravel, morrum of all varieties, Shingles, pebbles and all types of conglomerates laterite rock, soft rock ordinary rock, disintegrated rock fissured rock, weathered rock shattered rock, decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping and bailing out water including setting out construction of shoring and bracing in removal of stumps and other deleterious material, dressing of sides and disposing off the remaining excavated soil/ rock as directed by Engineer-in-charge for initial lead of 50 mts. and all lifts etc. complete.

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

Providing and laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level.

Providing and laying in position (1:11/2:3) Reinforced cement concrete work excluding the cost of centering, shuttering, finishing and reinforcement (1cement :11/2 coarse sand :3 graded stone aggregate 20mm nominal size) in:

a) All works upto plinth level.

b) In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level.

c) In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level.

Centering and shuttering including strutting propping etc. and removal of form for:

a) Foundation, footing, bases for columns etc.

b) Columns, Piers, pillars, Abutment, posts and struts (square rectangle polygon in plan).

c) Sides and soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams exceeding 1 m. in depth.

d) Staircases (except spiral staircases) excluding landing.

e) Suspended floors, roofs landings, shelves & their supports.

Providing TMT steel reinforcement bars of (SAIL,TATA ,VIZAG, JSW Steel Ltd) (confirming to IS 1786 OF 1986 ) for RCC work (confirming to IS 1786 OF 1986 ) including bending binding and placing in all the floors along with the factory made precast concrete cover blocks of specified size whose compressive strength is not less than that of surrounding concrete in the structural member.

Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in cm. 1 : 5 (1 cement : 5 coarse sand) in foundation upto plinth level.

Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level.

Supplying and fixing rolling shutters of approved make, made of 80x1.25 mm M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm. long wire spring grade No.2 and M.S. Top cover of 1.25mm thick for folling shutterstop cover and spring.

Extra for providing mechanical device, chain and crank operation for operating rolling shutters: a) Exceeding 10.00 sq.m. and upto 16.80 sq.m. in area.

Providing and fixing M.S. grill of required pattern in wooden frames of windows etc. with M.S. flats square or round bars with round headed bolts and nuts or by screws: a) Ornamental grill.

Providing and fixing anodized aluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol I & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer in charge:windows with two or three sliding shutters using 14.5/15mm series shutters section: a) Plain glass.

18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge.

12mm cement plaster 1:4 (1 cement : 4 fine sand)

6mm cement plaster to ceiling 1: 4 (1 cement : 4 fine sand)

Providing and fixing 50 mm thick panelled glazed or panelled and glazed shutters for doors, windows and clerestory window including anodized aluminium butt hinges with necessary screws: a) Second class Indian teak wood.

Finishing fine with neeru over plaster.

Applying one coat of distemper primer of approved brand and manufacture on wall surface.

Wall painting (two or more coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade.

Applying one coat of cement primer of approved brand and manufacture on wall surface.

Finishing wall with superior quality waterproofing cement paint (super snow hem or equivalent) of required shade on new work (three or more coats) to give an even shade.

40 mm. thick red oxide flooring under layer of 30 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size) and top layer of 10 mm thick plaster of cement red oxide mix using 3.5 kg. Of red oxide of iron per 50 kg. of cement 1:3 (1cement : 3 coarse sand) finished with floating coat of neat cement red oxide mix of same proportion.

Providing and fixing vitrified matt finished (600x600) and 10mm thick tiles in floor, treads of steps, landing on 25mm thick bed of cement mortar 1:3 and jointed with cement slurry complete.

Proving and fixing white vitreous china Wall Hung type (European Type) water closet with seat and lid with C.I. Brass hinges and rubber fittings with flush valve nelson/similar fully chromium plated with stop cock, wall flanges, flush pipe or elbow and vaccum breaker coupling etc including chair bracket /rag bolts, cutting & making good the walls and floors where required and concealed seat support - W.C. pan with white plastic seat and lid.

Providing and fixing rigid PVC S.W.R. (soil, waste & rain water drainage pipes of approved make including lubricant etc. complete (single/double) socketed: a) 110 mm dia.

Providing and fixing rigid PVC bend (approved make) for S.W.R. pipes including lubricating etc complete bend with door: a) 100 mm dia.

Providing and fixing oxidised M.S. handles with necessary screws etc. complete. a) 125 mm

Providing and fixing oxidised M.S. tower bolts (barrel type) with necessary screws etc. complete. a) 250x10mm

Providing and fixing oxidised M.S. door latch with necessary screws etc. complete. a) 300x20x6mm

Providing woodwork in frames of doors, windows, clerestory windows trusses & other frames wrought framed and fixed in position: a) First class matti wood.

Providing and fixing factory made panelled door shutter fabricated out of second class teak wood with styles top and middle rail and lock and bottom rail, with Navopan or equivalent plain particle board exterior grade as per IS-3087 (1985) type I including anodized aluminium butt hinges with necessary screws etc. complete. a) 12 mm thick panel (i) 38 mm thick panel.

Providing FRP door shutters 35mm thick with frame size in clear opening of 0.75x2.10m hinges and screws complete.

Providing and fixing 1st quality ceramic glazed wall tiles (Johnson, Somany, Kajaria )conforming to IS:15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand ) and jointing with grey cement slurry @3.3kg per sq.m including pointing in white cement mixed with pigment of matching shade complete. a) Wall Ceramic Glazed Tiles: i) 200x300

Providing and fixing M.S. pressed butt hinges bright finished with necessary screws etc. complete. a) 75x47x1.70mm

Providing and fixing chromium plated brass handle with necessary screws etc. complete. a) 125 mm

Providing & fixing bright finished brass 100 mm. rim latch & lock & a pair of knob, with necessary screws etc. complete (Indian make of approved quality).

Provided and fixing 150 mm chromium plated brass floor door stopper with rubber cushion screws etc. to suit shutters thickness complete.

Providing and fixing bright finished brass sliding door bolts with nuts and screws etc complete. a) 300x16mm

Providing and fixing bright finished brass tower bolts (barrel type) with screws etc. complete. a) 250x10mm

Applying priming coat with ready mixed primer of approved brand and manufacture on wood work complete.

Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for wood work of approved brand & manufacture in all shades on new work to give an even shade.

Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of approved make (Min Yeild Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.

Providing and fixing colour coated galvulium roofing sheets of 0.5mm thickness including all the accessories (TATA make) but excluding the cost of purlins, rafters, trusses, flashings etc. complete as per the directions of the Engineer in charge.

Add for providing & fixing Flashings -[Corners, Ridges, valleys, gable end & Trims] (Girth upto 610mm) including all the accessories complete as per the directions of the Engineer in charge.

Providing and fixing prefabricated compound gate of G.I. pipes 40 – 50 mm dia (medium) with 12mm M.S. square bars of G.I. pipes grill work as per drawing including providing & fixing locking arrangements, pintals, hold fast embedded in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 granitic or basaltic aggreate 20mm nominal size) including applying priming coat with ready mixed red lead paint and painting 2 or more coats with superior ready mixed paint of approved brand and manufacture in all shades as per direction complete.

Providing and fixing in position S.S. hand rail in main stair case, and landing as per approved design shown in the drawing including bending handrail pipe to proper shape in curves with specials, etc. complete.

Providing and fixing Prince or equivalent make PVC SWR half round eaves gutter with bolts, nuts and flat iron brackets 40x3 mm size complete. a) 250 mm nominal size.

Providing and fixing 40mm (1½) dia G.I. Ladder medium class G.I. Pipe with 20 mm dia G.I. Pipe (medium class) steps 45cm wide place at 30cm c/c welded in the interior of reservoir including painting two coats with non- poisonous red oxide paint etc. complete.

Providing 25mm G.I. pipe railing (medium class) in three horizontal rows of pipes and angles of a size 65x65x8mm, 1.15m height and placed at 1.85m to centre including painting two coats and embedded in cement concrete complete.

Providing and fixing M.S. Jali for syphon chamber with 8 mm dia mild steel bars at a spacing of 2.5 cms center to center welded over the M.S. frame of Angle size 60x60x5mm and painting with superior quality ready mixed paint over a coat of metal primer including transportation etc. complete and as directed by the Engineer-in-charge.

Refilling the pipeline/foundation trenches, plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.

Steel work welded (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only)in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint. a) In tees, angles, flats and channels

Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, sand, clay, silt, gravel, moorum of all varieties shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary or disintegrated rock, weathered, fissured/shattered decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiselling, wedging but excluding blasting etc. in all conditions such as dry, moist, saturated submerged, foul conditions etc incl. Setting out cont. of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom & back filling the excavated earth to the extent requied and disposing of the surplus excavated earth/rock as directed by the Engineer in charge etc for all leads and lifts etc. as specified and directed etc. all complete.

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeling trenches and other foundation complete.

Providing and laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level.

Centering and shuttering including Strutting, Propping & removal of forms for: a) Foundations, Footings, Bases for columns.

Providing and laying in position (1:11/2:3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1½ coarse sand:3 graded stone aggregate 20mm nominal size): a) All works upto plinth level.

Providing TMT steel reinforcement bars of SAIL, TATA. VIZAG made only JSW Steel (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.

Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. Centrifugally cast, (spun) ductile iron pressure pipes (with socket/spigot ends) conforming to IS : 8329-2000 with cement mortar lining inside the pipe and outside zinc coat as per IS : 8329-2000 with up to date amendments suitable for jointing with rubber gasket known as TYTON joints. Class K-9 (with Excise duty). Nominal Diameter in mm a) 250

Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. IVC / Kirloskar / Fouress brand Cast iron double flanged manually operated Sluice Valve, generally conforming to IS:14846 - 2000, having body, door, dome, gland in graded cast iron to IS:210 Gr. FG 260, four faces and spindle nut of leaded tin bronze to IS:318 Gr. LTB 2, inside screw of non-rising stainless steel AISI 410 IS 6603 GR 12 CR 12 spindle, flanges drilled to IS:1538 Table 4 & 6. Valves tested by closed end method only (350mm and above will be fitted with BTB and gear box. and back seat bush.) etc. complete. TYPE P.N. 1.6 Dia. in mm

Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. IVC / Kirloskar / Fouress brand Cast Iron double flanged single door swing non-return valve generally conforming to IS:5312 part-I, having body, door, cover in graded cast iron to IS:210 Gr. FG 200, body Ring in leaded tin bronze IS 318 GR LTB2 and door ring in natural rubber & bearing block of leaded tin bronze to IS:318 Gr. LTB 2 ( 350 mm & above ), hinge pin of stainless steel AISI 410, Flanges drilled to IS:1538 Table 4 & 6 TYPE P.N. 1.6 Dia. in mm

Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Nominal Diameter in mm.

a) M.J. Collar. 250

b) Double socketed tee with branch flange. 250x80 mm

c) All socket Tee 250x250

d) Double Socket Bend 90 Degree 250

e) Double Socket Bend 45 Degree 250

f) Double Socket Bend 22.5 Degree 250

g) Double Socket Bend 11.25 Degree 250

Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C.I. Kinetic double orifice type air release valve, generally confirming to IS: 14845, having small orifice elastic ball resting on gunmetal orifice nipple and large orifice vulcanite ball seatting on moulded seat ring, with built in Kinetic features of isolating sluice valve mounted in horizontal position operated by miter wheel gearing, inlet faced and drilled to IS: 1538 Table 4&6. TYPE P.N. 1.0 Dia in mm a) 80

Supplying stacking at site and conveying hoisting, laying in position to correct line and level and linking joints of MS specials. fabricated from MS plate including cutting, bending, welding, procurement of plates, gas cutting to required size, rolling, tack welding, assembling in suitable length to form special, welding on automatic machine and forming V edge on both ends of special as required, hydraulic pressure test at factory to the required test pressure conforming to IS : 3589-1991 including freight and all taxes, etc. complete. With 10 mm -12 mm thick plate.

a) Tees, bends, reducers,

b) With 25 mm thick plate Flanges

Welding in all position with minimum 3 Nos. of runs for MS pipes and specials and flanges, internally and externally including gauging wherever necessary, fixing appurtances and other accessories, cost of water pumping arrangement and hydraulic testing etc. complete for 12mm/10mm thick M.S. plate. Dia in mm a) 250

Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying and jointing true to line and level and perfect linking of joints. a) Cast iron or Ductile iron or A.C. or S & S or flanged & PVC pipes.

Making joints to D.I/ C.I pipes with mechanical joints by nut bolts rubber rings that are provided with the joints,for pushon tight joints including the cost of work force, tools, hydraulic testing of joints etc complete as per the direction of the engineer incharge.Double socketed specials such as bends, collar couplings etc. Double socketed specials such as bends, collar couplings etc. Nominal Diameter in mm a) 250

Making flanged joints for C.I./D.I/M.S.. Pipes and specials with rubber insertion, nuts and bolts including necessary hydraulic testing etc. complete including cost of rubber insertion nuts and bolts, as directed by the engineer in charge. Nominal diamter in mm. a) 250

Jointing of C.I/D.I pipes and specials with rubber gaskets (TYTON joints) EPDM type including cleaning the socket and spigot ends with kerosene oil/below lamp and applying soft soap to socket and spigot ends before inserting for rubber gasket jacking and fixing in proper condition including cost of rubber gasket, oil, soft soap and hydraulic testing of jointing as per IS:3144-1985. Nominal diamter in mm. a) 250

Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.

Supplying and stacking laterite stones of size 150-200 mm (contractor's stone) for soling at site and Laying stone soiling including packing with smaller stones and consolidation with road roller including spreading, watering and consolidating of binding material Murrum or earth etc.(payment to be made for quantity of only soling stone used excluding binding material).

Fixing C.I. Tamper proof Kinetic double orifice type air valve. Small orifice elastic ball resting on bronze orifice nipple and large orifice vulcanite ball resting on moulded seat ring with built in Kinetic features of isolating sluice valve of rating P.N. 1.6 with ISI mark mounted on a horizontal mounting operated by metered wheel gear suitable for working pressure of 10 kg/sq. cm. Nominal diameter in mm. a) 80

Cutting of cast iron / ductile iron pipes by mechanical grinder working on electricity, including the cost of hire charges of mechanical grinder, diesel operated electrical generator set, suitable for supplying power for the grinder for cutting, cost of grinding blades , skilled work force, fuel etc required for completion of job as per the direction of Engineer- in -charge. Dia in mm a) 250

Supply, installation, testing and Commissioning of INBUILT BATTERRRY OPERATED Electromagnetic Flow Meter (EMF), for Raw/ treated water with accuracy +/-1% of measured valve and protection as per given specifications for size 100 mm – 1000 mm including sensor, transmitter, surge arrestor, 25 mtrs sensor/ transmitter AC/ DC. Inbuilt battery should proSupply, installation, testing and Commissioning of INBUILT BATTERRRY OPERATED Electromagnetic Flow Meter (EMF), for Raw/ treated water with accuracy +/-1% and sensor of protection of IP 68 Grade for pressure rating PN 16 including sensor coil housed in Cast Aluminium/ Carbon Steel with anti-corrosive food grade powder coating; Co-axial signal sensor/ transmitter & power cable routed through duct of 50mm dia G.I. Pipe; surge arrestor; over voltage protection unit, PTFE/ Rubber Liner material(as desired by Engineer in-charge). The output showing volumetric flow rate and totalized flow with other details shall be on LCD display screen mounted on the flow meter body or in the near by control room with upto 25m length transmitter / sensor cabling and simultaneous transmission of reading through GSM Mobile signals to designated phone numbers and meter should have data storage of required capacity and shall be freely programmable for future upgradation and Scada compatible. Inbuilt battery should provide power to meter for minimum five years etc. complete as directed byEngineer-incharge.vide power to meter for minimum five years etc. complete as directed by Engineer-incharge a) 250

Designing, fabricating, supplying, erecting, testing and commissioning of 5 tonne capacity gantry crane with electrical/ machanised remote control operation having span of 4.2 metre and longitudinal travel of 12 metre including providing and fixing of rail for free horizontal movement including the cost of all ascessories , drawing and specification as approved by Engineer in charge.

Supplying, installing, testing and commissioning of Kirloskar / Mather & Platte / or equivalent of horizontal split case centrifugal pump capable of delivering of 235 lps. against a maximum total head of 35 meter in two pumps parallel operation with cast iron casing and impeller coupled with Kirloskar /Crompton / Siemen / ABB three phase induction motor TEFC with F class insulation, along with all acessories such as coupling, base plate, coupling guard, companion flanges, foundation bolts, pipe sleeve ets inclusive the cost of foundation grouting as per detailed specification and as directed by the Engineer-in- charge.

Supplying, installing, testing and commissioning of 10 HP vaccum pump including suitable panel board consisting of starter, main switch indicator lamp, ammeter voltmeter etc. and connecting G. I. pipe to the pumps including bends & tees, controlling valves, etc. as required and providing self priming system and as directed by the Engineer-in-charge.

Supplying, erection, testing and commissioning of 11KV 3 Core 95 sqmm Armored, XLPE Cable and as directed by the Engineer in charge.

Supplying, erection, testing and commissioning of 11 KV 3Core 95sqmm Heat Sinkable Outdoor End Termination Kit and as directed by the Engineer in charge.

Supplying, erection, testing and commissioning of 11 KV 3Core 95sqmm Heat Sinkable indoor End Termination Kit and as directed by the Engineer in charge.

Supplying, erection, testing and commissioning of 630 Amps 11KV 3 way RMU 2 LBS & 1 VCB and as directed by the Engineer in charge.

Supplying, erection, testing and commissioning of metering Cubical unit with MRT Tested 11KV CT & PT and as directed by the Engineer in charge.

Class B, 100 dia nominal bore, 3000 mm long pipe earth electrodes with test connection link having welded flat of size of 50 X 6 mm for connecting earth strip, RCC chamber, CI cover hinged to CI frame, other accessories as per Technical specs, alongwith required quantity of charcoal, salt etc Bntonite to be burried below ground and to be connected with earth mat of MS flat i.e. chemical Earthing

Supplying, erection, testing and commissioning of Flat 50x6mm GI Earthing Strip and as directed by the Engineer in charge.

Supplying, erectrion, testing and commissioning of trivector meter and as directed by the Engineer in charge.

Supplying, erection, testing and commissioning of 200 KVA 11/0.433KV, level II distrubution Transformer and as directed by the Engineer in charge.

Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m and refilling of earthwork as per specification including supplying & filling up sand under floor trenches with watering ramming consolidating dressing complete. a) All kinds of soil.

Cuddappa of size 600 mm length x 250 mm width and 1 and 1/4 inch thick and covered with earth / sand upto 0.15 mts conforming to IS 1255-1967 at non crossing roadby Engineer in charge.

Supplying, erection, testing and commissioning of RCC Cable route marker (400 x 900 x100 mm) (as per CEE approved drawing, copy enclosed)

Providing and laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level.

Centering and shuttering including Strutting, Propping & removal of forms for : a) Foundations, Footings, Bases for columns.

Supplying, erection, testing and commissioning of 31/2 core 300sqmm LT cable and as directed by the Engineer in charge.

Supplying, erection, testing and commissioning of PCC panel with 1 Nos of 630 Amps 3 Pole 35 KA MCCB MCCB with 4 Nos of pole 200 Amps TMD 25 KA MCCB and 1 Nos of 315 Amps TMD 25 KA MCCB and 3 nos of 63 Amps 10 KA MCB's of make of Switchgear : C&S/ Schneider / L&T/ HPL or equivalent as per detailed specifications and as directed by Engineer-in-Charge.

Supplying, erection, testing and commissioning of 100 KVAR Heavy duty capacitors. The panel/structure will be supplied with all the required accessories of make of capacitors L&T/ Schnieder / Epcos/ Unistar /Prabodhan or equivqlent as per detailed specifications and as directed by Engineer-in-Charge.

Supplying and erection of Wiring/cabling for 4 nos of pumps from Panels to pumps enclosed in cable tray and as directed by Engineer in charge.

Supplying, erection, testing and commissioning of internal lightening arrangement i) 18 Way SPN double door type DB with suitable MCB''s. (Lighting Db) ii) 8 Way VTPN Double door type DB with suitable MCB's.(Power DB) iii) Wiring for light point with 1.5 sq.mm and earthing the point with 1.5 sq.mm FR FRLS insulated copper conductor single core cable in recessed PVC/Alkathene conduit with modular switch, modular plates, suitable size modular GI box. (up to 6 mtr length) iv) Wiring for fan /exhaust fanpoint with 1.5 sq.mm and earthing the point with 1.5 sq.mm FR FRLS insulated copper conductor single core cable in recessed PVC/Alkathene conduit with modular switch, modular plates, suitable size modular GI box. v) Supplying and fixing following modular switch/ socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required (up to 6 mtr length) vi) Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required vii) Supplying and fixing modular blanking plate on the existing modular plate switch box excluding modular plate etc. as required viii) Wiring for light point beyond 6 mters with 2 X 1.5 sqmm FR FRLS insulated copper conductor single core cable Circuit alongwith 1.5 sq mm FR FRLS insulated copper conductor single core cable as earth wire recessed PVC/Alkathene conduit ix) Wiring for circuit / submain wiring alongwith earth wire with the required sizes of FR FRLS insulated copper conductor single core cable in the independent recessed PVC/Alkathene conduit of appropriate size as required x) 4 30 inch exhaust fan and 48 inch celing fan Make:Crompton/ Havells. xi) 10 nos 40 inch tubes and outdoor type and as directed by engineer in charge.

Supplying, erection, testing and commissioning of G.O.A.B switch 11 KV (single break) 12 KV rated volatage GOAB switches tilting type, outdoor, maually operated, triple pole, single break, conforming to IS: 9921-Part 1 to V as ammended upto date detailed specifications enclosed herewith. Each set shall comprises of six pedestal and three tilting post insulators. Insulator should be factory cemented by the manufactures of insulator and have minimum 320 mm creepage distance and AB switches. Contacts shlla be of copper or copper alloy. The entire unit shall be supplied from one supplier / of same make, assembled GOAB shall not be accepted Galvanisation of all the materials used should not be hot dipped Galvanised as per IS 2629/66 (Galvanising should not be hot dipped Galvanised as per IS 2629/66, minimum Zinc coating of 100 grams/sq mtr, 140 mincrons DFT suitable for hight density coastal areas) G.O.A.B. Switch 11 KV 400 Amps with operating pipe support of class B 25 mm dia HDGI and as directed by the Engineer in charge.

Supplying, erection, testing and commissioning of HDGI DP structural materials and as directed by the Engineer in charge.

Supplying, erection, testing and commissioning of ACSR conductor 'WEASEL' 6+1 /2.59 mm aluminium area 300 mm2 2500 amps at 45C and as directed by the Engineer in charge.

Supplying, erection, testing and commissioning of rail pole 90lb/yd 11 mts and as directed by the Engineer in charge.

Supplying, erection, testing and commissioning of GI stay rod and plate LT/11 KV line and as directed by the Engineer in charge.

Supplying, erection, testing and commissioning of 11KV 200Amps HG Fuse Set and as directed by the Engineer in charge.

Supplying, erection, testing and commissioning of Lightning/Surge Arrestors 9 KV, 5 ΚΑ Type: Gapless Type, Applicable standards: IEC 60099-4 & IS: 3070-1993 (part-3) No of units per arrester: Single unit of 9kV, Highest system voltage:Maximum Continuous Operating Voltage (kV): 7.65Vrms Insulation withstand test voltages a) One Min. Power Frequency withstand Voltage(Dry&Wet): 28k Vrms b) Lightning Impluse Withstand Voltage: 75 Vpeak Max. residual voltage for discharge current of 8/20µ seconds a) 5000 Amps: 25kVpeak b) 10000 Amps: 27kVpeak c) 20000 Amps: 30kVpeak Maximum steep current Impulse Residual Voltage at 10kA of 1 μ second front Time: 30kVpeak Maximum Switching Impulse Residual voltage 30/60µ second at 500 Amps: 24kVpeak Minimum energy discharge capability: 5kJ/kV (OD test-2 shots) Mounting flange dimensions: 3 slots on PCD and as directed by the Engineer in charge.

48 inch, (1200 mm sweep) ceiling fan cat A

4 feet 36/40 W Single Box type Fluorescent luminaire Cat A

Supplying, erection, testing and commissioning of GI pipe 150mm dia for Pole Mounted DP and as directed by the Engineer in charge.

Supplying, erection, testing and commissioning of ENAMELLED DANGER BOARD Enamelled Danger board 440Volts/11000 Volts / 3300 Volts: The plate should be made from mild steel at least 1.6mm thick and vitreous enamelled white with letters, figures and convectional skull and bones in signal red color on the front side. The rear side of the plate shall be enamelled. All lettering should be centrally spaced The corners of the plates should be rounded off Size" 250mm x 200 mm. (as per drawing no. EE-II-3/2001, CEE/E/490) Enamelled Danger board 440Volts/11000 Volts/33000 Volts and as directed by the Engineer in charge.

Metal Supply & Spreading (Aggregate).

Supplying, installing, testing and commissioning of 70W LED Street light Luminaire, ENDURA CITYLINER NEO 70W, IP 66, with aluminium housing, high efficient LED with toughened glass, make HAVELLS Cat No. ENDURA CITY LINER NEO SL70W LED 757 PASYBOTG or equivalent in Crompton/ Bajaj, Complete.

Supply and fixing of IP 65 cable junction box with plain wall of size (167mm x 125mm x 82mm) with connections and with 8 nos of Elmex connectors including terminations block clamp mounting clamps for box, cable etc. with glands of approprite size, make: Hensel Cat No. K 8100 Complete as required.

Supply and erection of G.I street light pole of 80mm dia. Pipe, 6mtrs length and width 40mm dia. Pipe 0.8mtr in length fixed at an angle of 45degree to 10mm dia pipe of 10cms in length for fixing with nut bolts on top side of pole, including cutting, drilling hole, welding, providing and drawing 2 x 1.5 sq.mm PVC insulated PVC sheathed single core copper cable 10 mtrs length in the pole, Excavation of 600mm x 600mm x 1250mm pit in rocky strata complete with rubble packing 15cm at base and concrete 1:2:4 in pit of 400mm x 400mm x 1000mm, pedastal of size : 300mm dia x 300mm height. Providing and laying 40mm dia pipe from the ground level of 1.10 mtrs height for cable entry including applying priming coat with ready mixed red lead paint of approved brand and painting (one or more coats) with synthetic enamel paint of approved brand complete, as directed by Engineer in charge.

Supply of 4 core armoured PVC insulated, PVC sheathed aluminium conductor cable of 1.1KV grade conforming to IS:1554 (Part I), IS:7098 (Part II) with latest amendments of following size: 4 Core 10 Sq.mm.

Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1KV grade of size not exceeding 25 sq.mm direct in ground including excavation in the form of a trench as per Cable Trench Drawing provided by the Engineer-Incharge, sand cushioning with screened sand bed of 20mm thick, protective covering with bricks placed breadth- wise on top of cable all over the run (the brick protection shall cover the cable and project atleast 5 cms over the sides of the cable) and backfilling the excavated earth without stones or hard material and making the surface proper with 15cm crown on the top complete as required. a) In rocky strata.

Supplying and making cable end terminations with brass compression gland and aluminium lugs for following sizes of 4 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1KV grade, complete as required. 4x10 Sq.mm.

Supplying and fixing 0.5 to 5 A rating, C series MCB suitable for lighting and other loads of foolowing poles in the existing MCB DB complete with connections testing and commissioning etc as required. SP, Cat A.

Supplying and fixing following way TPN sheet steel, double door, Horizontal type MCb distribution board 415V on surface/ recess complete with tinned copper busbar neutral busbar earth bar dinnbar detachable galnd plate interconnection phosphotized and powder painted including earthing etc. as required (but without MCB/ RCCB/ Isolator) 4 way (8 +12), double door, Horizontal type Cat A.

Supplying and fixing 6A to 31A, C series MCB suitable for lighting and other loads of following poles in the existing MCB DB complete with connections testing and commissioning etc as required:

a) SP, Cat A

b) DP, Cat A

c) TP, Cat A

d) TPN, Cat A

Supply, erection, testing and commisioning of 11KV 3Core, 300sqmm Al.Conductor XLPE insulatedArmoured Cable.

Supply and installation of End Termination kit outdoor type for 11KV 3Core 300sqmm kit.

Supply and installation of 11KV 3core Straight Through Joint for 3core 300sqmm Cable.

Supply and erection of RCC hume Pipe 250 mm.

RCC protective covers of size 600 mmx250 mm width and 50 mm thick capable of bearing load of 135 kg. And covered with earth/sand upto depth of 0.15 mts conforming to IS 1255-1967 at non road crossing as per cee approved drawing.

Supply and erection of Earthing Complete with 40mm dia GI pipe 2.5meter long with 20kg each Salt, Charcoal complete with bricks masonary.

Earthwork in excavation by mechanical means in all types of strata comprising any of the material such as soil, silt, sand, clay gravel, mooram of all varieties, shingles, pebbles, all types of coglomerates, all types of laterite rocks, soft rock, ordinary rock, disintegrated rock, fissured / shuttered rock, decomposed or weathered rock and such other materials in full or in parts as the case may be by adopting any approved method or methods as may be convenient or permitted including chiselling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated submerged, foul conditions etc. including pumping or bailing out water/dewatering incl. setting out constructed of shoring and bracing, removal of stump and other deleterious matter, dressing of sides and bottom and back filling the excavated earth to the extent required and disposal of excavated soil/rock at specified areas within 50m all leads and lifts etc. as per specification & drawing and directed by the Enginer-in-Charge etc. complete.

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

Providing and laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level.

Providing and laying in position (1:11/2:3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1½ coarse sand:3 graded stone aggregate 20mm nominal size):

a) All works upto plinth level.

b) In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level.

c) In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level.

Reinforced cement concrete work in well steining excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½ :3 (1 cement: 1½ coarse sand: 3 graded granitic or basaltic aggreate 20mm nominal size.

Centering and shuttering including struttings, propping etc. and removal of formwork for:

a) Foundations, Footings, Bases for columns.

b) Columns, Pillars ,piers, abutments, posts and strut (square, rectangular, polygon in plan).

c) Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth.

d) well steining.

Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) for RCC work including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.

12mm cement plaster 1: 3 (1 cement ; 3 coarse sand) finished with a floating coat of neat cement.

Steel work welded (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only)in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint. a) In tees, angles, flats and channels.

BAGKIYA CONSTRUCTIONS PVT LTD (BID ID -52023)

Laxmi Civil Engineering Services Pvt Ltd (BID ID -51718)