Construction of DTW Scheme (4 Points) at Village Sundhiya, Niz Borigog, Pachimpar Baghbari and Pub Kaniha under SOPD for the year 2019-20 at Rangia LAC

Amount

(A) CIVIL PART Survey

Carrying out block contour survey of the commanded area covering stream, dong, channel, road etc. and the whole area considering square block system and spot system and spot levels are to be within 30 M x 30 M for preparation of contour including clearing light jungles, chaining, pegging holding staff, umbrella and compass lining etc. where required, complete as directed.

Supplying sal wooden peg of different sizes including pointing one end etc. complete as directed.

Supplying sal wooden hammer of of size 15 cm x 10 cm with 45 cm long & 5 cm wooden handle etc. complete as directed.

Approach Road

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. A) Ordinary soil

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.

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.

Control Room

Earth work in excavation for foundation trenches including filling up sides of trenches and removal of spoils after completion of foundation , dressing, ramming, shoring etc. complete including bailing out water where necessary in ordinary soil.

CC Work in proportion 1:3:6 in foundation /abutment/ pier/wing walls etc. with hard broken stone aggregate of size 13 to 38 mm including curing with necessary shuttering , Scafolding etc. where necessary, complete as directed. (shuttering where necessary shall be measured and paid separately).

Brick work in cement mortar with 1st class brick as directde in foundation, retaining walls, plinth & steps including recking out joints & curing (a) In proportion 1:4

Providing 2 cm thick damp proof Course (D.P.C.) with cement motor in prop 1:2 with approved damp proofing compound. Below wall

Earthwork in filing in plinth layer not more than 15 cm thick including necessary carriage, watering and ramming etc complete as directed and specified .Head load.(Lead up to 90 M and lift 2M).

upplying 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 as directed complete. (Measurement to be taken on the face area timbered). (C) Shuttering (Column)

RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

125 mm thick 1st class brick nogged wall in cement mortar in prop 1:4 including racking out joints curing etc. complete as directed. (ii) for 125 mm thick

12 mm cement plastering including clearing surface and curing complete as directed. b) In cement mortar 1:4

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. (b) Using other ISI marked approved circular hollow section

Providing galvanized C.I. sheet roofing including supplying fitting and fixing necessary galved, screws / iron "J" hooks bolts and nuts and washers etc. complete as directed including cost of roof truss (measurement on net roof area) 0.63 mm thickness (24 B.W.G).

Providing 0.63 mm thick glaved ridging including suplying and fixing with necessary glaved. Screw washer etc. (23 cm lapping).

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.

Distempering two coats including painting two coats to batten with approved paint complete as directed.

Soling in foundation in floor at all level septic tank etc. including filling interstices ramming etc. complete as directed and as specified thickness . (i) 9 cm brick on flat including sand packing.

Plain cement concrete floor base of thickness 63 mm thick in prop 1:3:6 with coarse aggregate of size 13 mm to 38 mm including curing etc. complete as specified.

65 mm thick traced flooring with cement concrete in prop 1:2:4 with broken stone agg. of size 6 mm to 20 mm over one 1st class brick flat soling including sand packing of the voids in between the bricks, watering, ramming properly where necessary etc. complete and 12 mm thick cement plastering. Finishing on top trowelling altering curing complete as directed. (Brick soling to be paid seperately). (Floor, Varanda)

PVC Distr.

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

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) 110mm dia

B) 160mm dia

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

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

Supplying, fitting, fixing, PVC bend pipe size joining with pipes with solvent cement testing leakage etc. complete as directed. (A) Size : 110mm/900

(B)Size : 160mm/900

Supplying, fitting, fixing P.V.C. threaded coupler (FTA) fitting with solvent cement as per specification including local carriage, testing leakage etc. complete as directed. (B) 110mm dia

Spout Chamber

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

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc.including racking out joints and curing etc. complete. (In proportion 1:4)

C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. 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).

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

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

Goat proof Boundary Fencing

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

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.

Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered). (C) Shuttering (Column)

C.C work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. 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).

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc.including racking out joints and curing etc. complete. (a) In proportion 1:4

C.C work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

Supplying, fitting and fixing goat proof wire fencing 1070mm high with horizontal wire spacing at 130 mm, 130mm, 150mm, 150mm, 180mm and 180mm from bottom onwards and vertical wires at 100mm apart top and bottom wires should be of 8 S.W G. and intermediate and vertical wire should be of 10S.W.G.with angle iron posts specified in item no 17.7 above including supplying, fitting and fixing with necessary straining eye bolts and staples etc. and painting one coat to all iron posts etc. with anti-corrosive black paint etc. complete as directed and specified(intermediate and straining post should be placed not more than 4000mm and not less than 3000 mm apart and all posts embedded in C.C. pillars of size 300mm x 300mm x 600mm in prop 1:3:6).

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).

Sign Board

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.

(B) MECHANICHAL PART

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

Boring of DTW of bore hole up to 450mm dia and up to a depth of 70 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, unconsiolidated materials like clays, silts, sands gravels, pebbles, cobbles and boulders) as per IS:2800 (part-1) 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 1000M)

Supply, lowering & installation in tube well 200mm PVC housing pipe / blind pipe of wall thickness of 10.0 mm to 11.2 mm for casing assembly including supply of well cap, 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 150mm PVC housing pipe / blind pipe of wall thickness of 6.5 mm to 8.5 mm for casing assembly including supply of well cap, 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 150mm PVC Ribbed Screen Filter pipe of wall thickness of 6.5 mm to 8.5mm 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 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. complete as directed.

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 ) The following data should be reflected in the report of development 1. Static water level 2. Drawdown at various discharge 3. Available average discharge

Item No. 8 : Supply, fitting-fixing of Heavy duty CIDF sluice valve inside screw, non raising, vertical spindle type with hand wheel operation need of 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 strickly 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 joining materials and painting in complete as directed. (i) 150mm dia

Item No. 9 : 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 arked 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. (i) 150mm dia

Item No. 10 : 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.

Item No. 11 : Ftting-fixing of MS / GI bend of 150mm 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 900m dia x 1250mm long made of 4mm MS plate with raiser assembly of size 75mm dia x 6.0m long and S-band of size 200mm x 1600mm long made of 4mm MS plate including painting the above with one coat of synthetic enamel primer fllowed by 2 (two) coats of successive synthetic enamel/ bituminous black paint and made provision for mounting the surge tank on a specified foundation by nuts & bolts of suitable size as per drawing & specification as directed.

Supply, instllation, Testing and commissioning of electric motor driven submersible pumpset (15 HP/ 2900 rpm) and assembly of KSB/ KK/ CALAMA/ LUBI make as approved by DPC, Irrigation suitable for discharge capacity of 0.0425 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 M length (As per IS: 1239 part- II) the column pipe of 20 mtr (approx.) length should consist 6 nos. of 3.0 M length and 1 no. of 2.0 M length. Each column pipe should have both end threaded and one end socketed. Flat motor cable up to 50 Mtr, 2 (two) pairs of assembly support MS clamp of size 150 mm, 10 nos. flat cable clamp, 1 no. GI delivery bend of size 150 mm x 900 mm, MS well cap of size 316 mm x 100 mm with provision to allow column pipe at center, 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 nos. of nuts and bolts (HT) of size 16 mm dia x 250 mm L at size as directed. The efficiency of the scheme should not be below 75% of the rated duty point.

( C ) ELECTRICAL PART

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 500 metres

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 (B) POLE LENGTH 8.5 Metres

(C) POLE LENGTH 9.75 Metres

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. C Of Size 75mm × 40mm × 6mm × 2200 mm

Of Size 100mm × 50mm × 6mm × 2200 mm

Supplying and erection of GI T Cross Arm for 11 kV Line on PSC Poles along with Clamps, Nuts & Bolts 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

Supplying and Erection of Hardware Fittings (3ubolt) 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

Supplying and Erection of 11 kV Polymeric Pin Insulator 5 kN on T Cross Arm/ Channel along with GI Pin, GI Nuts & Bolts including Drilling of Holes as directed

AAA CONDUCTORS (D) AAA Raccoon Conductor - 7/3.81 mm

Supplying and erection of GI Angle Cross Arm on Poles along with GI Clamps, GI Nuts & Bolts including drilling of necessary holes as directed C of Size 50mm × 50mm × 6mm, 2200 mm long

Supplying and Erection of 8 SWG GI Guarding Wire on existing MS Angle Cross Arm with 2 Nos. Of Longitudinal String and Cross Lacing 1.5 m at intervals of 50 cm including tensioning with proper sag 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. B 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. B 400 Amps

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. (D) 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) - Al wound Cost including Supply of Transformer

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

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.

LT CABLE TERMINATION with brass compression glands and Al . lugs Providing End Termination of PVC/XLPE insulated Al. conductor, armoured LT power cable, 1.1kV grade, of following sizes with brass compression gland and Aluminium lugs along with supply of all materials as required and as directed. 35mm2 × 1 core

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.

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.

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

Supplying fitting fixing of LT Power Capacitor 415 Volt AC 3 φ (Single Unit) of following KVAR Rating and making connection with Busbar in the existing Panel. The Capacitor is to be placed in existing Platform. 6 kVAR

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

Laying of PVC/ XLPE Insulated Armoured/ Unarmoured LT Power Cable 1.1 kV Grade with Al Conductor direct in ground including digging of trench0.3 Mtr wide and 0.75 Metre deep including Sand Cushioning(7.5 Cm +7.5 Cm), Brick Protection every 20 cm apart at the top and refilling etc. as directed Size of Cable : upto 95 mm2 (in single line))

LT CABLE TERMINATION with brass compression glands and Al . lugs Providing End Termination of PVC/XLPE insulated Al. conductor, armoured LTpower cable, 1.1kV grade, of following sizes with brass compression gland and Aluminium lugs along with supply of all materials as required and as directed. 10mm2 × 3 core

LT Earthing 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 GI Nuts & Bolts etc. with necessary enclosure on the top including excavation and refilling as required and as directed. (A) Earth Station with 40 mm dia × 2.5 Metre long G.I Pipe

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 (A) with 6 SWG G I Wire

External Illumination Supplying & Erection of Swaged Type Steel Tubular Pole of following lengths and specifications for overhead Electric Lines with necessary Base Plateand Top Cap including digging of Earth Pit to a depth ⅕th of the Pole Length, refilling and necessary CC work (45cm x 45 cm) in 1:3:6 proportion from bottom upto 45 cm above the Ground Level with hard ramming including painting of the pole as directed A Steel Tubular Pole 410 SP-9, 7.5 m long (IS 2713-Part III 1980)

Laying of PVC/ XLPE Insulated Armoured/ Unarmoured LT Power Cable 1.1 kV Grade with Al Conductor direct in ground including digging of trench0.3 Mtr wide and 0.75 Metre deep including Sand Cushioning(7.5 Cm +7.5 Cm), Brick Protection every 20 cm apart at the top and refilling etc. as directed Size of Cable : upto 95 mm2 (in single line))

M/S Rang Infrastructure

MS Luhit Enterprise