Construction of DTW scheme at Kheremia GP under Duliajan LAC (3 Points) under SOPD for the year 2019-20

Amount

Boring, installation of Tube well along with supply, fitting, fixingof surge tank along with all GI fittings

Movement of Drilling Rig , Tools & Plants, Accessories including drill pipes, casing pipesetc to drilling site and back

Boring of DTW of bore hole up to 600 mm dia up to a depth of 110 M or up to required depth by RC/DR Drilling Rig including supply and transportation of all required Tools & Plants, materials & Labour to site to perform the job in complete as directed in alluvium areas (means areas where the strata comprises of loose, unconsolidated materials like clays, silts, sands gravels, pebbles, cobbles and boulders) as per IS: 2800 (part-I) of 1991. ( Soil sample must be collected & keep properly at every 3.00 M interval of depth in boring. The job also include movement of Rig by making temporary approach road etc. to the field up to distance of 1000 M.)

Supply, Lowering & Installation in tube-well 300 mm PVC housing pipe for casing assembly of wall thickness of 11.2 mm to 14.5 mm including supply of well cap, sockets , MS housing clamps etc. as required as per IS : 12818-1997 of length 3.00 M of repute brand like Oriplast/ Jindal/ Prince, etc. and as directed. (Litholog Assembly diagram must be approved by Engineer-in-Charge of the work prior to installation)

Supply, Lowering & Installation in tube-well 200 mm PVC housing pipe/ Blind pipe of wall thickness of 10 mm to 11.2 mm for casing assembly including supply of well cap, Bail Plug, sockets , reducer, MS housing clamps etc. as required as per IS : 12818-1997 of length 3.00 M of repute brand like Oriplast/ Jindal/ Prince, etc. and as directed. (Litholog Assembly diagram must be approved by Engineer-in-Charge of the work prior to installation).

Supply, Lowering & Installation in tube-well 200 mm PVC Ribbed Screen Filter pipe of wall thickness of 10 mm to 11.2 mm for casing assembly including supply of sockets , reducer, etc. as required as per IS : 12818-1997 of length 3.00 M/ 2.00 M of repute brand like Oriplast/ Jindal/ Prince, etc. and as directed. (Litholog Assembly diagram must be approved by Engineer-in-Charge of the work prior to installation)

Shrouding of the DTW assembly by river pea gravel of size 4 mm to 8 mm , free from sand/ dust and any other foreign materials after screening/ stacking at site including supply, transportation, labour, etc. in complete as directed (Work to be carried out as per IS: 4097 : 2008)

Developing the tube well assembly by Air-Compressor of capacity 8 – 12 kg/cm2 and CFM = 450 M3/Min so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litho log / draw down data, etc. as per IS:11185 of 1999. (For new DTW minimum 72 hours development is compulsory. Additional pea gravel required if any, during development would be extra as per [4.1] The following data should be reflected in the report of development : 1. Static water level 2. Drawdown at various discharge 3. Available average discharge )

Supply, Installation, Testing & Commissioning of electric motor driven submersible pump-set(20 HP/ 2900 RPM) and assembly of KSB/ KK/ CALAMA/ LUBI make as approved by DPC, Irrigation suitable for discharge capacity of 0.0566 cumec at 20 Mtr head conforming to IS : 8034–2002 including supply of all materials required for the work like column pipe of required diameter up to 20.00 Mtr length(as per IS: 1239 Part-II) The column pipes of 20 Mtr (approx) length should consist 6 nos of 3.0 Mtr length & 1 no. of 2.0 Mtr length. Each column pipe should have both end threaded & one end socketed . Flat motor cable up to 50.00 Mtr, 2(two) pairs of Assembly support MS clamp of size 150 mm, 10 nos flat cable clamp, 1(one) no GI delivery bend of size 150 mm x 900 , MS well cap of size 316 mm x 100 mm with provision to allow column pipe at centre, Starter stand made of MS angle ISA 5050, etc. in complete as directed . Apart from socketing, the column pipes should be joined by making MS angle joint for 150 mm dia column pipes with 3(three) pairs of clamp made of MS angle of size ISA 5050 to be welded on column pipe including supply of 3(three) nos of nuts& bolts (HT) of size 16 mm dia x 250 mm L at site as directed The efficiency of the pump should not be below 75% of the rated duty point .

Supply, fitting-fixing of delivery pipes of 150 mm dia GI/ fabricated GI pipes (HD of repute brand with ISI marked) with flange at both end/ wherever required with pipe jointing sets, including painting in complete as per drawing / specification including temporary pipe support as required and as directed.

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. 150 mm dia

Supply, Fitting-fixing of Heavy duty CIDF Reflex valve, swing check type, with by pass 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.150 mm dia

Fitting-fixing of MS/ GI Tee of 150 mm with GI/ fabricated GI pipes with flange at three end and pipe jointing sets, including painting as per drawing & specification as directed

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.

Supply, fitting-fixing of Surge Tank of size 900 mm dia x 1250 mm long made of 4 mm MS plate with Raiser assembly of size 75 mm dia x 6.0 M long and S-bend of size 200 mm x 1600 mmL made of 4 mm MS plate including painting the above with one coat of synthetic enamel primer followed by 2 (two) coats of successive synthetic enamel/ bituminous black paint and made provision for mounting the surge tank on a specified CC foundation by nuts & bolts of suitable size as per drawing & specification as directed.

Underground PVC distribution system ( For 3 Points)

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) (i) For normal lead of 30 M and lift of 1.50 M In all types of soils (except soil mixed with gravel and boulders)

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). A) 160 mm dia

B) 110 mm dia

Supplying, fitting, fixing 110 mm dia PVC rising pipe from the toe of main line including local carriage, testing leakage etc, complete as directed.

Supplying, fitting, fixing PVC unequal tee joining with pipes with solvent cement, testing leakages etc, complete as directed. 160mm x 160mm x 110 mm

Supplying, fitting, fixing PVC equal tee joining with pipes with solvent cement testing leakages etc, complete as directed. (i) Size : 110 mm x 110 mm x 110 mm

Supplying, fitting, fixing PVC bend pipe size joining with pipes with solvent cement, testing leakages etc complete as directed. i) For 110mm/90°

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

Supplying, fitting, fixing PVC reducer joining with pipes with solvent cement, testing leakages etc, complete as directed.

Construction of Spot Chamber ( 45 Nos.)

Earthwork in excavation trenches of wall, retaining wall, footing of column, steps and septic tank including refilling the quantity as necessary after the complete of work breaking clods in return filling dressing watering and ramming etc. and removing surplus earth all lead and lift up to 2.00m as directed and specified in following classification of soil including bailing out water where necessary up to a depth of below the existing G.L. mentioned in approved drawing and as directed in the specification in ordinary soil.

Soling in foundation and under floor including filling interstices ramming etc, complete as directed and as specified thickness. (i) 9 cm brick on flat including sand packing.

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 (i) in proportion 1:4

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

CC 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, bailing out water with necessary timber shuttering, scaffolding where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

12 mm cement plastering including clearing surface and curing, complete as directed. (i) In proportion 1:3

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 (Column)

Supply, fitting, fixing of heavy duty CIDF sluice valve inside screw , non raising, vertical spindle type with ahnd wheel operation, need for water purpose. The rotation of closing should be counter clockwise. The hole 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 trademark in the delivery pipe outlet as directed/ as drawing along with HD GI Flange , pipe jointig materials and painting in cmplete as directed. 100 mm dia

Construction of Pump House

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 groundlevel as mentioned in the approved drawing and complete as directed and specified. In ordinary soil

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc. with hard river shingles of size 13mm to 25 mm including curing, dewatering with timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

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.

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) For Column

B) For Beam

C) For Slab

RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirt wall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

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. In prop 1:3

1st class brick nogged wall in cement morter including racking out joints and curing complete as directed in super structure above plinth upto 1st floor level (A) 112 mm thick brick wall (a) in cement morter in prop 1:4

CC 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).

12 mm cement plastering including clearing surface and curing, complete as directed. In prop 1:4

River sand filling in plinth, canal bed, canal slopes, bases of structure, etc in layers not more than 150 mm thick including necessary carriage, watering etc, complete as directed as specified.

65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 25mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) laid in panels and finished with a floating coat of neat cement finish (using cement slurry for bond @ 2.75 kg. per square metre of floor area) including curing etc. complete as directed.

Providing, fitting and fixing steel windows/ ventilators (openable) of standard rolled steel sections as per relevant I.S. Code-1038 joints mitred and welded with 15mmx3mmx100mm lugs embedded in cement concrete block of M-10 grade including providing and fixing of projecting hinges (not more than 65mm and not less than 15mm wide) bolting device and steel handles, peg stays of 300mm long etc. complete as per drawing including applying a priming coat of red-lead paint.

Providing, fitting and fixing powder coated pressed steel door frame made of 1.25mm/ 1.6mm thick sheet of various sizes with necessary hinge jamb, lock jamb, head and steel base ties at the bottom of the frame. The whole frame shall be welded or rigidly fixed together by mechanical means with base ties of pressed mild steel angle of size 20x20x1.25mm thick. Frame to be filled up with 1:4:8 P.C.C. after fitting the frame with brick/ concrete works etc.complete as directed by the department for all levels. (P.C.C. to be measured and paid for seperately). 1.60mm thick sheet. Size 125mm x 60mm (Single rebate)

Distempering with dry distemper of approved brand and manufacture(two coats)and of required shade on new wall surface to give an even shade, over and including priming coat of white primer after throughly brushing the surface free from mortar dropings and other foreign matter and including preparing surface even and sand papered smooth.

Finishing wall with two coats of acrylic emulsion exterior coatings of Unicem "Rakshak"brand of required shade by thinning 1ltr. of paint with 750ml of water to give an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials as specified and directed by the department.

Finishing wall with two coats of acrylic emulsion exterior paint of approved brand of required shade, thinning by adding water as per the specification of manufacture after thorughly brushing the surface to remove all dirtand remains powdered materials as specified and directed by the department

Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. a) TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S. Specification : 1161 1998

Providing corrugated galvenised Iron sheet roofing of TATA SHAKTEE / SAIL including fitting and fixing necessary galvenised J or L hooks, bolts and nuts 8 mm dia with bitumen washer 25 mm dia x 3 mm thick and 1.6 mm thick limpet washer complete excluding cost of roof truss, purlins etc. 0.63 mm Thick

Labour for sinking tube well with 40mm (internal) dia G.I. Pipes up to having strata, having potable water including fitting and fixing strainer hand pump and other accessories as directed complete as in any soil.

Supplying fitting and fixing Hand pump for 40 mm dia tube well with all accessories complete as directed.

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 layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm 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.

Construction of Goat Proof Fencing

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.

CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

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

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).

RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirt wall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately)

CC work in proportion 1:1½:3 with hard broken river stone aggregate of size 6 mm to 20 mm including curing, dewatering with necessary timber shuttering, scaffolding where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

12 mm cement plastering including clearing surface and curing, complete as directed. In prop 1:4

Supplying , fitting and fixing galvanised barbed wire fencing with seven strands of barbed wire 12 S. W. G .x 2plies x 4 points at 75mm apart with angle iron intermediate fencing posts not more than 1800mm apart and straining and end post etc. as necessary to be fitted with straining eye bolts and staples etc.complete as directed, specification of the angle iron post as given below. a) Intermediate post 35mm x35mm x5mm x1800mm long bottom torched and duly slotted. b) Straining post 65mm x 65mm x 6mm x 1820mm long with 2 stays of 35mmx35mmx1520mm long and 3 base plates 200mm x 200mm x 5mm, duly slotted to take eye bolts etc. c) Corner posts 65mm x 65mm x 6mm x1820mm long with 2 stays of 35mm x 35mm x 5mm x 1 670 mm and 3 base plates 200mm x 200mm x 5mm,duly slotted to take eye bolts etc. d) Straining or end posts 65mmx 65mm x 6mmx 1820mm long with 1 stays of 35mm x 35mm x 5mmx 1820 mm long with base plates 200mmx 200mm x 5mm, duly slotted to take eye bolts etc. (All the angle iron posts to be embeded 600mm in C.C.pillars of size 300mmx300mmx600mm in prop.1: 3: 6 and one coat of anticorrosive ready mixed painting to all iron works) including excavation of foundation trenches for C.C. blocks and refilling and removal of surplus soil after completion of works.

Supplying fitting and fixing M.S.angles, M.S. flat, M.S. bolts and nuts including painting with red lead paint one coat complete as directed.

Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 40mm x 40mm x 6mm M.S. angle and with M.S. flat of 40mm x 6mm size as per approved design.Necessary locking arrangement for temporary closing the gate and 2nos.( minimum) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embedded in C.C brick pillers as necessary including a red oxide painting to all iron works as directed and specified.(Separate payment will be made for posts).

Distempering with dry distemper of approved brand and manufacture(two coats)and of required shade on new wall surface to give an even shade, over and including priming coat of white primer after throughly brushing the surface free from mortar dropings and other foreign matter and including preparing surface even and sand papered smooth.

Construction of Approach Road at Point 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 layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm 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.

Collection of sand gravel (40% sand and 60% gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.

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 Approach Road at Point 2

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 layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm 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.

Collection of sand gravel (40% sand and 60% gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.

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 Approach Road at Point 3

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 layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm 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.

Collection of sand gravel (40% sand and 60% gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.

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 11/0.43, 25 KVA Pole mounted Sub-Station including complete commissioning of the scheme for Pt 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. For 1st 500meters

For every subsequent 100 M beyond 500 M Length

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

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. (I) Refilling with Hard Soil. 9.75 M

Supplying and erection of MS Channel Cross Arm of following sizes for 11 kV Line on PSC/ Steel Poles along with Clamps, Nuts & Bolts duly painted with Anti Corrosive Primer and Aluminium Paint including drilling of necessary holes as directed. 75mmX40mmX6mmX2200mm

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

Supplying and Erection of 11 kV HT Stay Set comprising of 19mm dia × 1.8 m Stay Rod, Anchor Plate, Bow, Thimble etc. including supply and erection of 7/10 SWG G I Stay Wire and 11kV Guy Insulator complete including digging of Earth Pit of size (0.9m × 0.9m) to a depth of 1.4 Metre, placing the Stay Rod with Plate, fixing thimble, bow etc. with Boulder packing (size 150mm to 200mm) and hard ramming to fill up half the pit and filling with hard soil packing upto the Ground Level as directed

Supply and erection of G I Stay Wire 7/10 SWG along with 11 kV Guy insulator, binding to existing 11kV Stay Set and the GI Pole Clamp, tightening to required extent as directed.

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

Supplying and Erection of 11 kV Polymeric Disc Insulator 45 kN on existing Hardware Fitting on Cross Arm as directed

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)

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 × 6mm × 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

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

Supplying and Erection of 3-φ 11 kV Drop Out (D.O.) Fuse Unit rated voltage 11 kV R.M.S. To 12 kV R.M.S., highest System Voltage 12 kV, each pole consisting of Polymeric insulator, all current carrying 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. (150 amp)

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 Polymer body

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

Supply including Erection of 4 Star ON-AN (Oil Natural, air Natural) Cooled Al/ CU-wound Distribution Transformer conforming to IS specifications 2026 (with latest amendments) with all standard accessories erected 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, and making necessary connections on HV and LV sides as directed (Cost of DP structure /Pad extra ) Capacity : 25 kVA, 11 kV/0.433 kV (4 Star Dyn) (A) Cost including Supply of Transformer

Cost only for Erection (Transformer procured separately)

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. 6 SWG G.I. Wire

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

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.

Supply including Laying of PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor of size 35 Sq mm × 3 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

Danger plate suitable for 11KV line conforming to IS:2552/1963 of size 200mmX200mm

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.

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

Liasoning with APDCL, Forest Department, Electrical Inspectorate etc. right from start till commissioning of the HT Line/ sub-station, preparation of all necessary documents like Agreement and Affidavit reqd. for power connection, obtaining No Objection Certificate from Forest Department where necessary to complete all arrangement for charging the installation as reqd. and as directed.

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

Erection & Commissioning LT Whole Current Electronic Energy Meter including making necessary payment to APDCL for Meter Cabinet, Meter Security etc as reqd and as directed.

Load Security to be paid to APDCL (Approx.)

Construction of 11/0.43, 25 KVA Pole mounted Sub-Station including complete commissioning of the scheme for Pt 2

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. For 1st 500meters

For every subsequent 100 M beyond 500 M Length

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

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. (I) Refilling with Hard Soil. 9.75 M

Supplying and erection of MS Channel Cross Arm of following sizes for 11 kV Line on PSC/ Steel Poles along with Clamps, Nuts & Bolts duly painted with Anti Corrosive Primer and Aluminium Paint including drilling of necessary holes as directed. 75mmX40mmX6mmX2200mm

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

Supplying and Erection of 11 kV HT Stay Set comprising of 19mm dia × 1.8 m Stay Rod, Anchor Plate, Bow, Thimble etc. including supply and erection of 7/10 SWG G I Stay Wire and 11kV Guy Insulator complete including digging of Earth Pit of size (0.9m × 0.9m) to a depth of 1.4 Metre, placing the Stay Rod with Plate, fixing thimble, bow etc. with Boulder packing (size 150mm to 200mm) and hard ramming to fill up half the pit and filling with hard soil packing upto the Ground Level as directed

Supply and erection of G I Stay Wire 7/10 SWG along with 11 kV Guy insulator, binding to existing 11kV Stay Set and the GI Pole Clamp, tightening to required extent as directed.

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

Supplying and Erection of 11 kV Polymeric Disc Insulator 45 kN on existing Hardware Fitting on Cross Arm as directed

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)

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 × 6mm × 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

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

Supplying and Erection of 3-φ 11 kV Drop Out (D.O.) Fuse Unit rated voltage 11 kV R.M.S. To 12 kV R.M.S., highest System Voltage 12 kV, each pole consisting of Polymeric insulator, all current carrying 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. (150 amp)

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 Polymer body

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

Supply including Erection of 4 Star ON-AN (Oil Natural, air Natural) Cooled Al/ CU-wound Distribution Transformer conforming to IS specifications 2026 (with latest amendments) with all standard accessories erected 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, and making necessary connections on HV and LV sides as directed (Cost of DP structure /Pad extra ) Capacity : 25 kVA, 11 kV/0.433 kV (4 Star Dyn) (A) Cost including Supply of Transformer

Cost only for Erection (Transformer procured separately)

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. 6 SWG G.I. Wire

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

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.

Supply including Laying of PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor of size 35 Sq mm × 3 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

Danger plate suitable for 11KV line conforming to IS:2552/1963 of size 200mmX200mm

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.

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

Liasoning with APDCL, Forest Department, Electrical Inspectorate etc. right from start till commissioning of the HT Line/ sub-station, preparation of all necessary documents like Agreement and Affidavit reqd. for power connection, obtaining No Objection Certificate from Forest Department where necessary to complete all arrangement for charging the installation as reqd. and as directed.

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

Erection & Commissioning LT Whole Current Electronic Energy Meter including making necessary payment to APDCL for Meter Cabinet, Meter Security etc as reqd and as directed.

Load Security to be paid to APDCL (Approx.)

Construction of 11/0.43, 25 KVA Pole mounted Sub-Station including complete commissioning of the scheme for Pt 3

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. For 1st 500meters

For every subsequent 100 M beyond 500 M Length

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

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. (I) Refilling with Hard Soil. 9.75 M

Supplying and erection of MS Channel Cross Arm of following sizes for 11 kV Line on PSC/ Steel Poles along with Clamps, Nuts & Bolts duly painted with Anti Corrosive Primer and Aluminium Paint including drilling of necessary holes as directed. 75mmX40mmX6mmX2200mm

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

Supplying and Erection of 11 kV HT Stay Set comprising of 19mm dia × 1.8 m Stay Rod, Anchor Plate, Bow, Thimble etc. including supply and erection of 7/10 SWG G I Stay Wire and 11kV Guy Insulator complete including digging of Earth Pit of size (0.9m × 0.9m) to a depth of 1.4 Metre, placing the Stay Rod with Plate, fixing thimble, bow etc. with Boulder packing (size 150mm to 200mm) and hard ramming to fill up half the pit and filling with hard soil packing upto the Ground Level as directed

Supply and erection of G I Stay Wire 7/10 SWG along with 11 kV Guy insulator, binding to existing 11kV Stay Set and the GI Pole Clamp, tightening to required extent as directed.

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

Supplying and Erection of 11 kV Polymeric Disc Insulator 45 kN on existing Hardware Fitting on Cross Arm as directed

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)

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 × 6mm × 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

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

Supplying and Erection of 3-φ 11 kV Drop Out (D.O.) Fuse Unit rated voltage 11 kV R.M.S. To 12 kV R.M.S., highest System Voltage 12 kV, each pole consisting of Polymeric insulator, all current carrying 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. (150 amp)

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 Polymer body

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

Supply including Erection of 4 Star ON-AN (Oil Natural, air Natural) Cooled Al/ CU-wound Distribution Transformer conforming to IS specifications 2026 (with latest amendments) with all standard accessories erected 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, and making necessary connections on HV and LV sides as directed (Cost of DP structure /Pad extra ) Capacity : 25 kVA, 11 kV/0.433 kV (4 Star Dyn) (A) Cost including Supply of Transformer

Cost only for Erection (Transformer procured separately)

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. 6 SWG G.I. Wire

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

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.

Supply including Laying of PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor of size 35 Sq mm × 3 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

Danger plate suitable for 11KV line conforming to IS:2552/1963 of size 200mmX200mm

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.

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

Liasoning with APDCL, Forest Department, Electrical Inspectorate etc. right from start till commissioning of the HT Line/ sub-station, preparation of all necessary documents like Agreement and Affidavit reqd. for power connection, obtaining No Objection Certificate from Forest Department where necessary to complete all arrangement for charging the installation as reqd. and as directed.

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

Erection & Commissioning LT Whole Current Electronic Energy Meter including making necessary payment to APDCL for Meter Cabinet, Meter Security etc as reqd and as directed.

Load Security to be paid to APDCL (Approx.)

LT Control Panel

L.T. CONTROL PANEL: Supplying, installation, testing& commissioning of indoor type floor mounted, cubicle type compartmental, dust and vermin proof (as per IP-54) main LT Control Panel Board of following capacity and size made out of 16SWG CR sheet and 40mm X40mm X 6mm angle having four nos. of legs 400mm long at the bottom with folded and welded construction having dismantled doors at the back, surface chemically treated and Siemen’s grey powder coated, containing Al. strip Bus-bar having minimum current density of 1.2 Amps/sq.mm, R-Y-B-N colour coded with heat shrinkable insulating sleeves containing all incoming and outgoing electrical accessories as specified, neatly installed and internally wired with best quality multi-strand, PVC insulated single core unsheathed, HRFR Copper Wire( Switch gears above 100Amps rating to be connected to the Bus-bar through Al. strip of suitable size) having cable incoming and outgoing provision at the bottom through gland plates complete including necessary excavation of trench and C.C. Work as directed.

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.

Supplying, fabrication and erection of Iron Angle Stand for erection of LT Power Capacitor made of MS Angle of size 30 mmX 30mm X5 mm with 4 Nos of legs 400mm high and cross pieces having Bakelite Sheet horizontal platform as directed Size of Frame: (300 mm x 300 mm) x 400 mm

Supplying including fitting, fixing & connection of TPN 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

Supplying including fitting, fixing and connection of three pole 415V, 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, connection cable and all other necessary materials for connection as directed. 8 Amp / 5 H.P.

Automatic Star Delta Starter: Supply including fitting, fixing & connection of Automatic Star-Delta Starter in sheet steel housing for 3-ph, 415 V AC squirrel cage motor of following current rating including fitting, fixing of angle iron frame/clamps and all other necessary materials for connections as directed, 20 HP

Supply including Laying of PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor of size 35 Sq mm × 3 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

Supplying & Erection of Pipe Earth Station including supply of all materials with G I Pipe of following size perforated all over the body with 12 mm dia hole at standard spacing with necessary reducing socket, locking arrangement with hinge cover plate, funnel G I Nuts & Bolts etc. with necessary enclosure on the top including excavation and refilling as required and as directed.Earth Station with 40 mm dia × 2.5 Metre long G.I Pipe

Supply & Erection of 6 SWG Copper Earth Wire and making Earth connection of different Substation Items by connecting the existing Earth Pipes with necessary Lugs as directed

Chequered Sheet (1.18M X 0.9M X 10mm)

Porcelain cut-out, 200 Amps.

Fuse wire 100 A

Rubber Hand Gloves for 11 KV Line work

Hand held digital Insulation Tester with LCD display with voltage ranges 50 V/100 V/ 250 V/500 V/ 1000 V and insulation

Manual Crimping tool with Dies 10 mm² to 95 mm²

11 KV Hook Stick with Fibre body 6 mtr long and of approved quality

Transportation

Miscellaneous Items

Panel mounting front operated TPN switch 100 Amps

Aluminium lugs of best quality a) 25 sq mm

b) 35 sq mm

emery paper a) Rough

b) smooth

Waste cotton

Transformer oil

Guy insulator

11KV Pin Insulator

MS nuts & Bolts (Assorted size)

MS washer (Assorted size)

Soldering Flux

GI Wire 6 SWG

Stay wire 7/10 SWG

PVC Adhessive tape (steel grip) 20 mtr length

CT coil 100/5

Aluminium binding wire

Construction of Signboard

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.