Construction of 4 Nos of SMI Schemes under PMKSY _HKKP_SMI for the year 2022_23 Package No 6 Electric Lift Irrigation Scheme in Dholai and Sonai LAC 8 Pts under PMKSY_HKKP _SMI for the year 2022_23 Dholai LAC

Amount

Construction Approach Road (POINT NO. 1 TO 8)

Item No. 1: Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed.

Item No. 2 : Collection and supply of sand and gravel (40% sand and 60% gravel) of size 13mm to 38mm from approved quarry including loading, unloading and stacking in measurable stacks at work site up to a height of 1.00m including payment of forest royality etc.

Item No.3: Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30.00 M and lift 1.50 M. Complete as directed.

Construction of Control Room (POINT NO. 1 TO 8)

Item No. 1: Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm 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.

Item No. 2: Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Item No. 3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Item No. 4: Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more

Item No. 5 : Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases for columns etc.

Item No. 6 : 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Item No. 7 : 5.9.3 Suspended floors, roofs, landings, balconies and access platform.

Item No. 8 :Columns, Pillars, Piers, Abutments, Posts and Struts

Item No. 9 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Item No. 10 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Item No. 11 : Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) derived from natural sources)

Item No. 12 : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

Item No. 13 : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

Item No. 14-A : Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Item No. 14-B : Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Item No. 15 : Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate.

Item No. 16 : Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick

Item No. 17 : Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood

Item No. 18 : Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.

Item No. 19 :CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

Item No. 20 :CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

Item No. 21 : Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.

Item No. 22 : Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.

Item No. 23 : Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. ... 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) 1.5mm Thick

Item No. 24 : Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre

Item No. 25 : Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coat

Item No. 26 : Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete.

Item No. 27 :Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture

Item No. 28 :Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture

Item No. 29 : Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer in-charge 9.117.1 Extruded section profile size 48x40 mm

Item No. 30 : Providing and fixing to existing door frames. 9.118.1 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the

Item No. 31: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 18.9.9 100 mm nominal dia Pipes

Item No. 32: Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size

Construction of Temporary Shed (POINT NO. 1 TO 8)

Construction of temporary shed with 0.30 M high earth plinth and floor with bhaluka bamboo post of size 100 mm to 120 mm dia driven at least 0.75 M below GL and 2.75 M above plinth split jati bamboo walling tied with 3 lines of half bamboo (jati) kamies with 0.63 mm thick GCI sheet roofing over jati bamboo framing with whole bamboo struts fitted with post plate of bamboo purlins tied with galvanized wire, coir string including providing single dharamat jhap doors and windows, complete as directed.

Construction of Stilling Tank (POINT NO. 1 TO 8)

Item No. 1: Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mentioned in the approved drawing and complete as directed and specified. (A) In ordinary soil

Item No. 2: Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.

Item No. 3:Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). (A) Shuttering (Slab).

Item No. 4 : RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item No. 5 :12 mm cement plastering including clearing surface and curing, complete as directed. (i) In proportion 1:3

Item No. 6 : Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre

Item No. 7 : Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coat

Construction of Underground PVC Dist. System POINT NO. 1 TO 8

Item No. 1 : Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (Including bailing out stagnant rain water where necessary). (A) In all types of soil (except soil mixed with gravel and boulder) (i) For normal lead of 30 M and lift of 1.50 M

Item No. 2 (a) : Supplying, fitting, fixing PVC pipes (IS 12818, 6 kg/cm2 ), joining pipes with relevant cement, levelling, testing leakages etc, complete as directed. (Cost of E/W foundation trenches will be paid separately). (i) For 110 mm dia

Item No. 2 (b) : Supplying, fitting, fixing PVC pipes (IS 12818, 6 kg/cm2 ), joining pipes with relevant cement, levelling, testing leakages etc, complete as directed. (Cost of E/W foundation trenches will be paid separately). (iii) For 200 mm dia

Item No. 2 (c) : Supplying, fitting, fixing PVC pipes (IS 12818, 6 kg/cm2 ), joining pipes with relevant cement, levelling, testing leakages etc, complete as directed. (Cost of E/W foundation trenches will be paid separately). (ii) For 160 mm dia

Item No. 2 (d) : Supplying, fitting, fixing PVC pipes (IS 12818, 6 kg/cm2 ), joining pipes with relevant cement, levelling, testing leakages etc, complete as directed. (Cost of E/W foundation trenches will be paid separately). (ii) For 110 mm dia

Item No. 3 : Supplying, fitting, fixing PVC unequal tee joining with pipes with solvent cement, testing leakages etc, complete as directed. (ii) Size : 200 mm x 200 mm x 110 mm

Item No. 4 : Supplying, fitting, fixing PVC equal tee joining with pipes with solvent cement testing leakages etc, complete as directed.(ii) Size : 160 mm x 160 mm x 160 mm

Item No. 5 : Supplying, fitting, fixing PVC bend pipe size joining with pipes with solvent cement, testing leakages etc, complete as directed. (i) For 200 mm / 90⁰

Item No. 6 : Supplying, fitting, fixing 110 mm dia PVC rising pipe from the toe of main line including local carriage, testing leakage etc, complete as directed.

Item No. 7 : Supplying, fitting, fixing 110 mm dia NTP valve at the top of PVC rising pipe of spout chamber as per specification including local carriage, complete as directed.

Item No. 8(a) : Supplying, fitting, fixing, joining of PVC end cap fitting with solvent cement as per specification including local carriage, testing leakage etc, complete as directed. (i) For 110 mm dia

Item No. 9(a) : Supply, fitting, fixing of heavy duty CIDF Sluice valve inside screw, non-raising vertical spindle type with hand wheel operation, need for water purpose. The rotation of closing should be counterclock wise. The house of the flange should be drilled as per BSS No. 10, Part-I, Table-D. All materials, construction and components should strictly conform to IS 14846-2000 and having marked with manufacture's name and trade mark in the delivery pipe layout as directed / asd per drawing along with HD GI Flange, pipe jointing materials and painting in complete as directed. (i) 100 mm dia

Item No.9(b) : Supply, fitting, fixing of heavy duty CIDF Reflex valve, swing check type with bypass arrangement, horizontal operating. The house of the flange to be as per BSS No.10, Part-1, Table-D and materials, construction and all component should strictly confrom to IS 5312 (Part-I)-2004 and trade mark in the delivery pipe layout as directed / as per drawing along with HD Flange, pipe jointing set and painting in complete as diercted. (iii) 150mm Dia

Item No.10 : Supplying, fitting, fixing PVC reducer joining with pipes with solvent cement, testing leakages etc, complete asdirected.(i) Size : 160 mm x 110 mm

Item No.11 : Construction of U/G Canal Route Indicator (RCC) as per drawing and specification including painting complete as directed by the Enginner in Cjarge.

Construction of Spout Chamber POINT NO. 1 TO 8

Item No.1 : Earthwork in excavation in foundation of structures by means of Hydraulic Excavator in all soils including mud, silt, sandy clay from the river bed, etc, including clearing the side, dressing, etc. and removing the earth by loading to dumpers for further carriage to a safe distance, complete as directed. (0.30 CuM bucket).

Item No.2 : Soling in foundation at all levels including filling intersides, ramming etccomplete as directed and of specified thickness with 9 cm brick on flat includingsand packing

Item No.3 : C C work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item No.4 : 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. (i) in proportion 1:4

Item No.5 : Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered).(Abutment / Return Wall / Piers / Pedestal etc.) (i) With 19 mm thick plyboard

Item No.6 : Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending,cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed

Item No.7: 12 mm cement plastering including clearing surface and curing complete as directed. In prop. 1: 4

Construction of Junction Chamber POINT NO. 1 TO 8

Item No.1 :Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (Including bailing out stagnant rain water where necessary). (A) In all types of soil (except soil mixed with gravel and boulder) (i) For normal lead of 30 M and lift of 1.50 M

Item No.2 : CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item No.3 : Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.

Item No.4(a): Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). (A) Shuttering (Slab).

Item No.4(b): Shuttering (Column)

Item No.5: RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item No.6: 12 mm cement plastering including clearing surface and curing, complete as directed. (i) In proportion 1:3

Construction of River Bank Protection POINT NO. 1 TO 8

Item No.1: Earthwork in cutting in river bank etc. to the design section and grade and removing the spoils to a safe distance including cutting, uprooting and removing trees upto 15 cm dia, uprooting and removing roots and stumps etc, including excavating the earth boulder sausages of 1.00 M dia, 50 cm under river bed shape, size and grade etc. with all lead and lift, complete as directed.3

Item No.2: PLAIN CC WORK WITH 40% PLUM HARD BOULDER IN PROPORTION 1:3:6 A) WITH HARD BLASTED BOULDER (i) Plain CC work in 40% plum hard blasted boulder of 15 cm to 23 cm size and filled interstices with 60% cement concrete in proportion 1:3:6 with 13 mm to 38 mm size stone aggregate including curing, shuttering etc, complete asdirected. (Shuttering cost will be paid separately)

Item No.3: Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.) (ii) With 38 mm thick wood plank

Item No.4: Collection of blasted boulder of size 25 cm to 30 cm including stacking at quarry site, complete as directed.

Item No.5: (Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed.A) For Normal Road upto 25.00 KM (ii) With Contractor's Profit & GS

Item No.6: Collection of hard river gravel, chips of size 6 mm to 20 mm free from dust and dirt from quarry including loading and unloading etc, complete as directed.

Item No.7: Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed.A) For Normal Road upto 25.00 KM (ii) With Contractor's Profit & GST

Item No.8: Collection of sand at quarry free from dust & other foreign materials including screening and paying of necessary forest royalty etc, complete as directed. (ii) With Contractor's Profit & GST

Item No.9: Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed.A) For Normal Road upto 25.00 KM (ii) With Contractor's Profit & GS

Item No.10: Labour charge for spreading of hard river gravel or broken stone of size 13 mm to 38 mm to the required thickness including dressing and ramming the seat before laying the materials as directed with a lead upto 30 M and lift upto 1.5M, complete as directed.

Item No.11: Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope, pitching etc. with local carriage of boulders from a distance of 60 M with lift upto 3 M, complete as directed..

Item No.12: Construction of 1.00 M square boulder sausage including supplying of materials with 25 cm to 30 cm size boulders collecting from a lead of 25 KM encased in 15 cm mesh of 8G hexagonal wire netting and filling the voids between the boulders with stone not exceeding 18 cm in size tied with 8G galvanized tying wire at 30 cm apart, laid in position as directed including necessary local carriage of materials, paying necessary forest royalty including providing 1 (one) no. of jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.20 M apart driven at least 0.60 M below ground and tying with sausage etc, all complete as directed.. (i) With blasted boulder

Item No.13: (Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed.A) For Normal Road upto 25.00 KM (ii) With Contractor's Profit & GS

Construction of Sign Board (POINT NO. 1 TO 8)

Item No. 1 : Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed.

Construction of Road Crossing Structure POINT NO. 1,2,5,6,7 & 8

Item No. 1 : Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : 2.13.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

Item No. 2 : Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Item No. 3 : Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, ompacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.16.91.1 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. sqm 932.35 16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. sqm 1011.20

Item No. 4 : Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.

Item No. 5 : Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.

MECHANICAL PART (POINT NO. 1 TO 8) Fabrication of M.S. Pontoon (A) Cost of Material

Item No. 1 : Iron materials (As per Analysis)

Item No. 2 : Heavy duty Steel wire rope,steel core,tested quality,Non galvanized, 6/19 construction as per IS:2266-2002, 19mm dia

Item No. 3 : 5-Prong, M.S. Anchor (Weight – 30 kg)

Item No. 4 : U – Clamp, 19 mm Ø

Item No. 5 : Anchor chain (close link) 16 mm dia

Item No. 6 : Black moulded rubber gasket, 6 mm thickness of size 300 mm dia

Item No. 7 : MS Nuts & Bolts of full threaded

Welding Charge

Erection Charge

Cutting & Bending

Local transportation

Painting of exposed iron structure (POINT NO. 1 TO 8)

Painting of exposed iron structure complete by one coat of red oxide metal primer, followed by two coats of synthetic enamel paints of different colour shades of reputed brand with proper prior removing rust and foreign materials by steel wire brush as directed.

Supply and Installation of Submersible Centrifugal Pumpset along with Pipes and Accessories (POINT NO. 1 TO 8)

Item No. 1: Procurement of Submerged Centrifugal Pump Set of 20 HP with 60 LPS minimum discharge at 10 Mtr Head (approx), working efficiency at head range 6.00 to 15.00 Mtr for both horizontally bottom rested in water body or horizontally suspended in water body from floating barge or pontoon, having class F or appropriate class insulation conforming to relevant IS to be connected to power source 400/440 V, 50 Hz, 3ph complete with 415 V, 50 Hz, 3 ph automatic star delta/oil immersed type starter/ ATS with protection as per IP 68 against under voltage , overload etc in sheet enclosure, coupling, H.D. base frame, fitted in accurate alignment along with load chain for anchoring in complete. 1. MOTOR : 1. Make: AQUA Machineries 2. Type / Model: Submersed/ ARS 3. HP: 20 HP 4. RPM: 1000 5. Supply Voltage / Phase / Cycle: 415 V ± 10% 3 PH/ 50 Hz 6. Class of Motor Insulation: F 2. PUMP :- 1. Make: AQUA Machineries 2. Type: Submersed 3. Model: ARS 4. Size (Suction X Delivery): 150 mm 5. Head Range: 6 – 15 M 6. Pump Input: 7. Efficiency at duty Point: 80% 8. Mechanical seal should preferably be Bi-directional ( Silicon Carbide pump side/ Carbon Alloy steel motor side) 3. STARTER SUITABLE TO RUN ABOVE PUMP SETS: 1. Make: PRABHU/ Equivalent 2. Model: 4. Relay Range: 0 – 30 A

Item No. 2: Installation of 20 H.P Submersed Centrifugal Pump set horizontally bottom rested in water body or horizontally suspended in water body from floating barge or pontoon platform including fitting, fixing of all necessary accessories and transportation of all materials from Sub-Divisional Head Quarter to the Site. [Size: 150 mm(suction) x 150 mm dia. (delivery) of 60 LPS minimum discharge at 10.00 Mt head coupled with 3 ph, 415 V, 50 Hz, 1000 RPM Submersed/ ARS motor of complete Pumpset. The job includes necessary electrical connection to starter, motor, etc. and installation of Pump set, etc. in proper position with accurate alignment including testing & commissioning at site at full load condition with all works complete as directed.

Item No. 3: Flexible Rubber Hose Pipe with MS built in type flange 150 mm nominal dia x 7.5 Mtr in Length

Item No. 4: W.B. Grease (Best Quality)

Item No. 5:M.S. Nuts & Bolts (Assorted Size) B.Q.

Item No. 6: M.S. Washer (Assorted Size) B.Q.

Item No. 7: Compressed leather (6 mm thick)

Item No.9: Pipe jointing set complete with 6 mm thick moulded Rubber Gasket, M.S. Nuts & bolts with washer suitable for:- 150 mm dia flanged type

Item No.9: Emery paper

Item No. 10: Supply, Fitting-fixing of Heavy duty CIDF sluice valve inside screw, non raising, vertical spindle type with hand wheel operation, need for water purpose. The rotation of closing should be counter clock wise. The holes of the flange should be drilled as per BSS No. 10, part-I, Table-D. All materials construction and components should strictly conform to IS: 14846 – 2000 and having marked with manufacturers name and trade mark in the delivery pipe layout as directed/ as per drawing along with HD GI flange, pipe jointing materials and painting in complete as directed 1.9.2. (iii) 150 dia

Item No.11: Supply, Fitting-fixing of Heavy duty CIDF Reflex valve, swing check type, with bypass arrangement, horizontal operating. The holes of the flange to be as per BSS No. 10, Part-I, Table- D and the material, construction and all components should strictly conform to IS : 5312 (Part-I) – 2004 and having marked with manufacturers name and trade mark in the delivery pipe layout as directed/ as per drawing along with HD GI flange, pipe jointing set and painting in complete as directed 1.9.3 (iii) 150 mm dia

Item No. 12: Fabricated Heavy duty G.I. Pipe conforming to IS 1239(Pt-I) 2004 with G.I. flange at both end ( G.I. flange having 8 nos. hole as per BSS-10Pt-I table D of size A) 150mm dia x 0.30 Mtr. long

Item No.13: Fabricated Heavy duty G.I. Pipe conforming to IS 1239(Pt-I) 2004 with G.I. flange at both end ( G.I. flange having 8 nos. hole as per BSS-10Pt-I table D of size B) 150mm dia x 0.60 Mtr. long

Item no. 14: Fabricated Heavy duty G.I. Pipe conforming to IS 1239(Pt-I) 2004 with G.I. flange at both end ( G.I. flange having 8 nos. hole as per BSS-10Pt-I table D of size F) 150mm dia x 1.20 Mtr. long

Item No. 15: Fabricated Heavy duty G.I. Pipe conforming to IS 1239(Pt-I) 2004 with G.I. flange at both end ( G.I. flange having 8 nos. hole as per BSS-10Pt-I table D of size G) 150mm dia x 1.20 Mtr. long

Item No. 16: Fabricated Heavy duty G.I. Pipe conforming to IS 1239(Pt-I) 2004 with G.I. flange at both end ( G.I. flange having 8 nos. hole as per BSS-10Pt-I table D of size K) 150mm dia x 3.00 Mtr. long

Item No. 17: Fitting-fixing of MS/ GI bend of 150 mm dia x 450 /900 /1200 with GI/ fabricated GI pipes with flange at both end and pipe jointing sets, including painting as per drawing & specification as directed.

Item no. 18: Copper Conductor Armoured Cable of 16sq mm x 3 core

Item No. 19: Copper Conductor Un Armoured Cable of 6 sq mm x 3 core

ELECTRICAL PART POINT NO. 2,3,4 & 5 Provisional estimate for 11/0.43, 25 KVA Pole mounted Distribution Transformer including complete Stringing & commissioning of the HT Line (Line Length =250 Mtr)

Item No. 1: Surveying and finalising the suitable tapping point in existing nearby 11 kV line in consultation with APDCL and Departmental Officers, marking the alignment of the line considering Right of Way, Feasibility etc. as required and as directed (a) For first 500Mtrs.

Item No. 2: Jungle cutting including cutting of branches of trees and reclining Bamboos along the alignment of the overhead line providing clearance 1.5M either side and above the line as directed. Clearance must be ensured at the time of charging the line

Item No. 3: Supplying & Erection of PSC Pole conforming to IS 1678 of Standard Dimension and of following lengths for overhead Electric Lines including digging of Earth Pit (0.75m × 0.5m) to a depth ⅕th of the Pole Length with a PCC Base Plate of size 60 cm × 60 cm × 12 cm at the bottom, refilling as specified with hard ramming as directed (B) (b) POLE LENGTH 8.5 Metres (i) Refilling with Hard Soil (a) for 6 or more poles

Item No. 4: Supplying and erection of GI Channel Cross Arm of following sizes for 11 kV Line on PSC/ Steel Poles along with GI Clamps, GI Nuts & Bolts including drilling of necessary holes as directed (a) 100 mm X 50 mm X 6 mm X 3200 mm

Item No. 5: Supplying and erection of Cross Bracing Sets for 11 KV Line on DP (Double Pole) Structure comprising of 2(two) Nos. of MS Angle of size 50 mm × 50 mm × 6 mm × 2200 mm fitted horizontally and other 2 Nos. 3200 mm long fitted diagonally along with MS Pole Clamps, Nuts Bolts and washer duly painted with Anti Corrosive Primer and Aluminium Paint including drilling of necessary holes as directed

Item No. 6: Supplying and Erection of 11 kV HT Stay Set comprising of Stay Rod, Anchor Plate, Thimble etc. in 1:3:6 CC foundation including supply and erection of 7/10 SWG G I Stay Wire and Guy Insulator complete including excavation, refilling with hard soil and hard ramming as directed

Item No.7: Supplying and Erection of Hardware Fittings (3u bolt) on existing MS / GI Channel Cross Arm with GI Nuts and Bolts for mounting 11 kV Disc Insulator 45 kN as directed

Item No.8: Supplying and Erection of 11 kV Polymeric Disc Insulator 45 kN on existing Hardware Fitting on Cross Arm as directed

Item No.9: Supply and Erection of 11 kV Grade Aero Bunched Cable with 3(three) Power core, Stranded compacted, Circular Aluminium Conductor screened with black extruded semi conducting compound natural colour XLPE insulated core screened with black extruded semi conducting compound and one layer of copper tape and covered with black extruded PVC and one Bare messenger wire shall be stranded non-compacted circular aluminium alloy conductor. the cable should conform to IS:8130-1984, IS:398(Part-IV) 1994, IS:7098(Part-II) 2011 & IS:5831-1984 with up to date amendments. The job includes necessary Cable Joint, End Terminations, Anchor Clamp, Supension Clamps, Eye Hooks etc as directed by department. iii) 3 x 95 sqmm(P) + 1 x 70 sqmm (M)

Item No. 10: Supplying, Fitting and Erection of 3-φ 11 kV Gang Operated (G.O.) Air Break Switch having nominal System Voltage of 12 kV, rated Voltage 11 kV, rated Frequency 60 Hz, and peak current in closed position 46 kA, conforming to IS 2544, IS 5340(Part-III) and IS 9921(Part I to V) suitable to opearate in all climatic condition of following current ratings on existing Channels complete with Operating Pipe and Handle including making of necessary Electrical Connections as directed. 400 Amps

Item No. 11: Supplyingand Erectionof3-φ11kVDropOut(D.O.) Fuse Unit rated voltage 11 kV R.M.S. To 12 kV R.M.S., highest System Voltage 12 kV, each pole consistingofPolymericinsulator,allcurrentcarrying parts made of a highly conductive copper alloy and contact portion are silver plated for corrosion resistance and efficient current flow and the fuse tube made of fibre glass coated with ultraviolet inhibitr on the outer surface and having Arc Quenching bone fibre liner inside conforming to IS 9385/1983 of following current ratings on existing Channels complete with Barrel Fuse and making of necessary Electrical Connections as directed. (400 Amps)

Item No. 12: Supplying and Erection of Metal Oxide gapless Lightning Arrestor of following specification on MS Channel with Clamps, Nuts & Bolts including drilling of holes and making of necessary connection with Line Conductors as directed. 9 kV, 10 kA with Polymeric body

Item No. 13: Supply & Erection of C.I. Earth Pipe 100 mm dia × 2.5 Metre long perpendicular to the ground including digging of Earth Pit, putting Salt and Charcoal in alternate layers surrounding the pipe along with fitting of hinged CI top Cover Plate and necessary C.C. work as directed

Item No. 14: Supply including Erection of 5 Star ON-AN (Oil Natural, air Natural) Cooled Al/ CU-wound Distribution Transformer conforming to IS specifications 2026 (with latestamendments)withallstandardaccessorieserected on double pole structure/ transformer pad including transportation and handling, loading and unloading etc,, securing it on existing Channel firmly with necessary clamps, nuts & bolts .as required, andmaking necessary connections on HV and LV sides as directed (Cost of DP structure /Pad extra )

Item No. 15: Supply & Erection of G.I. Earth Wire and Earthing of different Substation Items by connecting the existing Earth Pipes with G. I. Lugs as directed. 8 SWG G.I. Wire

Item no. 16: Supply & Erection of Anti Climbing Barbed Wire on Poles at a height of about 3 Metres and covering a length of 1.5 Metre as directed

Item No. 17: Supplying including erection of powder coated LT Feeder Panel for 25 kVA DTR (800mm × 1000mm × 400mm) made of 16 SWG CR sheet and 40mm × 40mm × 6mm MS angle having CR sheet roofing containing Cu Busbar and 1 no 63 A 415 V FP MCCB, making necessary connection through copper cable complete as directed.

Item No. 18: Supply including Laying of PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor of size 50 Sq mm × 3½ core in single line, Conforming IS 7098(Part I) 1988, direct in ground including digging of tren ch of 0.3 Mtr wide × 0.75 Metre deep including Sand Cushioning (7.5cm + 7.5cm) and refilling alongwith fitting, fixing of Brass Compression Gland and Aluminium Cable Lug etc. as directed

Item No. 19: Danger plate suitable for 11KV line conforming to IS:2552/1963 of size 200mmX200mm

Item No.20: Providing Security fencing around the S/S with GI chain link net, woven with 10 SWG wire with mesh 7.5cm × 7.5cm to be erected on GI angle 40 mm × 40mm × 5mm, with necessary C C grouting, with a fencing height of 1.8 mtr, having a hinged door, fabricated with flat GI strip boundary and cross bracing, complete including supply of all materials, excavation refilling etc as reqd and as directed.

Item No. 21: Testing and commissioning of the Substation alongwith obtaining necessary approval for charging from competent authority including payment of Inspection Fee, Arranging for Test Report etc. as required and as directed for following kVA Capacity Capacity : 25 kVA, 11 kV/0.433 kV

Item No. 22: LiaisoningwithAPDCL,ForestDepartment,Electrical Inspectorate etc. right from start till Commissioning of the HT Line/Substation, Preparation of all necessary documents like Agreement and Affidavit required for new Power Connection, obtaining No Objection Certificate from Forest Department where necessary complete all arrangement for charging the Installation as required and as directed.

Item No. 23: Testing and commissioning of the 11KV Line including making necessary inspection fee and obtaining charging approval from competent authority making requisite payment of Inspection Fee to the APDCL/ Electrical Inspectorate, arranging for Test Report etc. as reqd and as directed. upto 1 kM

Item no. 24: Erection & Commissioning LT Whole Current Electronic Energy Meter includingmaking necessary payment to APDCL for Meter Cabinet, Meter Security etc as reqd and as directed.

Item No. 25: Supplying, Laying and Erection of Conductors of following size and specification for Overhead Line, binding to Insulators and Tensioning with Uniform Standard Sag including Jumpering connection as directed AAA CONDUCTORS (D) AAA Raccoon Conductor - 7/3.81 mm

Item No.26: Load Security to be paid to APDCL (Approx.)

LT control Panel Installation

Item no. 2: Supplying, fitting, fixing of LT Power Capacitor, 415V, AC, 3 Ph (single unit) of 6KVAR rating and making connection with Bus-bar in the existing panel. The capacitor is to be placed in existing platform.

Item no. 3: Supplying fabrication and erection of Iron Angle Stand for erection of LT Power Capacitor made of M S Angle of size 30 mm x 30 mm x 5 mm with 4 Nos. legs 400 mm high and cross pieces having Bakelite Sheet Horizontal Platform as directed. Size of the Frame : (300 mm x 300 mm) x 400 mm

Item no. 4: Supplying including fitting, fixing & connection of TP (Three Pole) Main Switch (SDFU - Switch Disconnector Fuse Unit) with HRC Fuses, 415 V AC, Open Execution, Panel Mounting Type of following current ratings in already fabricated LT Control Panel Board Housing along with Lugs, Connecting Cable and all other necessary materials for connections as directed 100 Amps

Item no. 5: Supplying including fitting, fixing & connection of Three Pole (TP) 415 V AC 50 Hz Motor Protection Circuit Breaker (MPCB) with adjustable Thermal and Magnetic Setting with Rotary Handle of following Current/ HP ratings in already fabricated LT Control Panel Board Housing along with Lugs, Connecting Cable and all other necessary materials for connections as directed (32 A/20 HP)

EARTHING:- Supplying and erection of Pipe Earth Station including supply of all materials with GI Pipe of following size perforated all over the body with 12mm dia hole at standard spacing with necessary reducing socket , locking arrangement with hinge cover plate, funnel, GI nuts& bolts etc with necessary enclosure on the top including excavation and refilling as directed. 40mm dia X2.5 Mtr long GI Pipe along with salt and charcoal

Supplying, laying and making connection of 6 SWG Copper Earth Wire making earth connection to Control Panel Board, Motors & Starters etc as directed.

SAFETY MATERIALS: Black red Electrical Registance rubber sheet one side chequrred & other side with cloth finished tasted upto 15 KV AR as per ISS of ISI approve 1.81 mtr (B) X 10mm (T)(persident or equivalent make)

Rubber Hand Gloves for 11 KV Line work

Miscellaneous Items

Aluminium lugs of best quality a) 25 sq mm

b) 35 sq mm

Emery paper a) Rough

b) smooth

Waste cotton

MS nuts & Bolts (Assorted size)

MS washer (Assorted size)

Soldering Flux

PVC Adhessive tape (steel grip) 20 mtr length

ELECTRICAL PART POINT NO. 1,6,7 & 8 Provisional estimate for 11/0.43, 25 KVA Pole mounted Distribution Transformer including complete Stringing & commissioning of the HT Line (Line Length =400 Mtr)

Item No. 1: Surveying and finalising the suitable tapping point in existing nearby 11 kV line in consultation with APDCL and Departmental Officers, marking the alignment of the line considering Right of Way, Feasibility etc. as required and as directed (a) For first 500Mtrs.

Item No. 2: Jungle cutting including cutting of branches of trees and reclining Bamboos along the alignment of the overhead line providing clearance 1.5M either side and above the line as directed. Clearance must be ensured at the time of charging the line

Item No. 3: Supplying & Erection of PSC Pole conforming to IS 1678 of Standard Dimension and of following lengths for overhead Electric Lines including digging of Earth Pit (0.75m × 0.5m) to a depth ⅕th of the Pole Length with a PCC Base Plate of size 60 cm × 60 cm × 12 cm at the bottom, refilling as specified with hard ramming as directed (B) (b) POLE LENGTH 8.5 Metres (i) Refilling with Hard Soil (a) for 6 or more poles

Item No. 4: Supplying and erection of GI Channel Cross Arm of following sizes for 11 kV Line on PSC/ Steel Poles along with GI Clamps, GI Nuts & Bolts including drilling of necessary holes as directed (a) 100 mm X 50 mm X 6 mm X 3200 mm

Item No. 5: Supplying and erection of Cross Bracing Sets for 11 KV Line on DP (Double Pole) Structure comprising of 2(two) Nos. of MS Angle of size 50 mm × 50 mm × 6 mm × 2200 mm fitted horizontally and other 2 Nos. 3200 mm long fitted diagonally along with MS Pole Clamps, Nuts Bolts and washer duly painted with Anti Corrosive Primer and Aluminium Paint including drilling of necessary holes as directed

Item No. 6: Supplying and Erection of 11 kV HT Stay Set comprising of Stay Rod, Anchor Plate, Thimble etc. in 1:3:6 CC foundation including supply and erection of 7/10 SWG G I Stay Wire and Guy Insulator complete including excavation, refilling with hard soil and hard ramming as directed

Item No.7: Supplying and Erection of Hardware Fittings (3u bolt) on existing MS / GI Channel Cross Arm with GI Nuts and Bolts for mounting 11 kV Disc Insulator 45 kN as directed

Item No.8: Supplying and Erection of 11 kV Polymeric Disc Insulator 45 kN on existing Hardware Fitting on Cross Arm as directed

Item No.9: Supply and Erection of 11 kV Grade Aero Bunched Cable with 3(three) Power core, Stranded compacted, Circular Aluminium Conductor screened with black extruded semi conducting compound natural colour XLPE insulated core screened with black extruded semi conducting compound and one layer of copper tape and covered with black extruded PVC and one Bare messenger wire shall be stranded non-compacted circular aluminium alloy conductor. the cable should conform to IS:8130-1984, IS:398(Part-IV) 1994, IS:7098(Part-II) 2011 & IS:5831-1984 with up to date amendments. The job includes necessary Cable Joint, End Terminations, Anchor Clamp, Supension Clamps, Eye Hooks etc as directed by department. iii) 3 x 95 sqmm(P) + 1 x 70 sqmm (M)

Item No. 10: Supplying, Fitting and Erection of 3-φ 11 kV Gang Operated (G.O.) Air Break Switch having nominal System Voltage of 12 kV, rated Voltage 11 kV, rated Frequency 60 Hz, and peak current in closed position 46 kA, conforming to IS 2544, IS 5340(Part-III) and IS 9921(Part I to V) suitable to opearate in all climatic condition of following current ratings on existing Channels complete with Operating Pipe and Handle including making of necessary Electrical Connections as directed. 400 Amps

Item No. 11: Supplyingand Erectionof3-φ11kVDropOut(D.O.) Fuse Unit rated voltage 11 kV R.M.S. To 12 kV R.M.S., highest System Voltage 12 kV, each pole consistingofPolymericinsulator,allcurrentcarrying parts made of a highly conductive copper alloy and contact portion are silver plated for corrosion resistance and efficient current flow and the fuse tube made of fibre glass coated with ultraviolet inhibitr on the outer surface and having Arc Quenching bone fibre liner inside conforming to IS 9385/1983 of following current ratings on existing Channels complete with Barrel Fuse and making of necessary Electrical Connections as directed. (400 Amps)

Item No. 12: Supplying and Erection of Metal Oxide gapless Lightning Arrestor of following specification on MS Channel with Clamps, Nuts & Bolts including drilling of holes and making of necessary connection with Line Conductors as directed. 9 kV, 10 kA with Polymeric body

Item No. 13: Supply & Erection of C.I. Earth Pipe 100 mm dia × 2.5 Metre long perpendicular to the ground including digging of Earth Pit, putting Salt and Charcoal in alternate layers surrounding the pipe along with fitting of hinged CI top Cover Plate and necessary C.C. work as directed

Item No. 14: Supply including Erection of 5 Star ON-AN (Oil Natural, air Natural) Cooled Al/ CU-wound Distribution Transformer conforming to IS specifications 2026 (with latestamendments)withallstandardaccessorieserected on double pole structure/ transformer pad including transportation and handling, loading and unloading etc,, securing it on existing Channel firmly with necessary clamps, nuts & bolts .as required, andmaking necessary connections on HV and LV sides as directed (Cost of DP structure /Pad extra )

Item No. 15: Supply & Erection of G.I. Earth Wire and Earthing of different Substation Items by connecting the existing Earth Pipes with G. I. Lugs as directed. 8 SWG G.I. Wire

Item no. 16: Supply & Erection of Anti Climbing Barbed Wire on Poles at a height of about 3 Metres and covering a length of 1.5 Metre as directed

Item No. 17: Supplying including erection of powder coated LT Feeder Panel for 25 kVA DTR (800mm × 1000mm × 400mm) made of 16 SWG CR sheet and 40mm × 40mm × 6mm MS angle having CR sheet roofing containing Cu Busbar and 1 no 63 A 415 V FP MCCB, making necessary connection through copper cable complete as directed.

Item No. 18: Supply including Laying of PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor of size 50 Sq mm × 3½ core in single line, Conforming IS 7098(Part I) 1988, direct in ground including digging of tren ch of 0.3 Mtr wide × 0.75 Metre deep including Sand Cushioning (7.5cm + 7.5cm) and refilling alongwith fitting, fixing of Brass Compression Gland and Aluminium Cable Lug etc. as directed

Item No. 19: Danger plate suitable for 11KV line conforming to IS:2552/1963 of size 200mmX200mm

Item No.20: Providing Security fencing around the S/S with GI chain link net, woven with 10 SWG wire with mesh 7.5cm × 7.5cm to be erected on GI angle 40 mm × 40mm × 5mm, with necessary C C grouting, with a fencing height of 1.8 mtr, having a hinged door, fabricated with flat GI strip boundary and cross bracing, complete including supply of all materials, excavation refilling etc as reqd and as directed.

Item No. 21: Testing and commissioning of the Substation alongwith obtaining necessary approval for charging from competent authority including payment of Inspection Fee, Arranging for Test Report etc. as required and as directed for following kVA Capacity Capacity : 25 kVA, 11 kV/0.433 kV

Item No. 22: LiaisoningwithAPDCL,ForestDepartment,Electrical Inspectorate etc. right from start till Commissioning of the HT Line/Substation, Preparation of all necessary documents like Agreement and Affidavit required for new Power Connection, obtaining No Objection Certificate from Forest Department where necessary complete all arrangement for charging the Installation as required and as directed.

Item No. 23: Testing and commissioning of the 11KV Line including making necessary inspection fee and obtaining charging approval from competent authority making requisite payment of Inspection Fee to the APDCL/ Electrical Inspectorate, arranging for Test Report etc. as reqd and as directed. upto 1 kM

Item no. 24: Erection & Commissioning LT Whole Current Electronic Energy Meter includingmaking necessary payment to APDCL for Meter Cabinet, Meter Security etc as reqd and as directed.

Item No. 25: Supplying, Laying and Erection of Conductors of following size and specification for Overhead Line, binding to Insulators and Tensioning with Uniform Standard Sag including Jumpering connection as directed AAA CONDUCTORS (D) AAA Raccoon Conductor - 7/3.81 mm

Item No.26: Load Security to be paid to APDCL (Approx.)

LT control Panel Installation

Item no. 2: Supplying, fitting, fixing of LT Power Capacitor, 415V, AC, 3 Ph (single unit) of 6KVAR rating and making connection with Bus-bar in the existing panel. The capacitor is to be placed in existing platform.

Item no. 3: Supplying fabrication and erection of Iron Angle Stand for erection of LT Power Capacitor made of M S Angle of size 30 mm x 30 mm x 5 mm with 4 Nos. legs 400 mm high and cross pieces having Bakelite Sheet Horizontal Platform as directed. Size of the Frame : (300 mm x 300 mm) x 400 mm

Item no. 4: Supplying including fitting, fixing & connection of TP (Three Pole) Main Switch (SDFU - Switch Disconnector Fuse Unit) with HRC Fuses, 415 V AC, Open Execution, Panel Mounting Type of following current ratings in already fabricated LT Control Panel Board Housing along with Lugs, Connecting Cable and all other necessary materials for connections as directed 100 Amps

Item no. 5: Supplying including fitting, fixing & connection of Three Pole (TP) 415 V AC 50 Hz Motor Protection Circuit Breaker (MPCB) with adjustable Thermal and Magnetic Setting with Rotary Handle of following Current/ HP ratings in already fabricated LT Control Panel Board Housing along with Lugs, Connecting Cable and all other necessary materials for connections as directed (32 A/20 HP)

EARTHING:- Supplying and erection of Pipe Earth Station including supply of all materials with GI Pipe of following size perforated all over the body with 12mm dia hole at standard spacing with necessary reducing socket , locking arrangement with hinge cover plate, funnel, GI nuts& bolts etc with necessary enclosure on the top including excavation and refilling as directed. 40mm dia X2.5 Mtr long GI Pipe along with salt and charcoal

Supplying, laying and making connection of 6 SWG Copper Earth Wire making earth connection to Control Panel Board, Motors & Starters etc as directed.

SAFETY MATERIALS: Black red Electrical Registance rubber sheet one side chequrred & other side with cloth finished tasted upto 15 KV AR as per ISS of ISI approve 1.81 mtr (B) X 10mm (T)(persident or equivalent make)

Rubber Hand Gloves for 11 KV Line work

Miscellaneous Items

Aluminium lugs of best quality a) 25 sq mm

b) 35 sq mm

Emery paper a) Rough

b) smooth

Waste cotton

MS nuts & Bolts (Assorted size)

MS washer (Assorted size)

Soldering Flux

PVC Adhessive tape (steel grip) 20 mtr length