Construction of Fishing Harbour at Tharuvaikulam in Thoothukudi District.

Formation of Bedding Layer for rubble mound Breakwater with quarry run hard blue granite stone of weight up to 1Kg - 10kg having a specific gravity of not less than 2.65 as per approved design and drawing including quarrying, loading transporting by tippers/lorries weighing in the electronic weigh bridge for measurement, dumping, placing in position to required level, profile and finishing the side slopes 1 : 1.5 on both sides with necessary equipment and devices as per the drawings and specification etc complete as directed by the Departmental Officers. The rate is also inclusive of placing, sectioning and finishing with necessary equipment and devices and hire and operational charges of tools and plants etc. (The payment shall be made on weight basis (ie) laden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge.

Formation of core layer for rubble mound Breakwater with quarry run hard blue granite stone of weight 10Kg- 300Kg having a specific gravity of not less than 2.65 as per approved design and drawing including quarrying, loading, transporting by tippers/lorries weighing in the electronic weigh bridge for measurement, dumping, placing in position to required level, profile and finishing the side slopes 1 : 1.5 on both sides with necessary equipment and devices as per the drawing and specification etc., complete as directed by the Departmental Officers. The rate is also inclusive of placing, sectioning and finishing with necessary equipment and devices and hire and operational changes of tools and plants etc. ( The payment shall be made on weight basis (ie) laden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge.

Formation of Toe Berm Layer for rubble mound Breakwater with hard blue granite stone of weight ranging from 300 Kg to 500 Kg having a specific gravity of not less than 2.65 and as nearly cubical as possible as per approved design and drawing. The rate is inclusive of quarrying, loading at quarry using crane and other tools and plants as required, transporting by tippers/ lorries weighing on the electronic weigh bridge for measurement, Unloading/dumping placing in position to required level, profile and finishing the side slopes of 1 : 1.5 using crane and floating equipment and devices as per the drawing and specification etc., complete and as directed by the Departmental Officers. The rate is inclusive of placing sectioning and finishing with necessary equipments and devices and hire and operational charges of tools and plants etc. (The payment shall be made on weight basis (ie) ladden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge.

Formation of Armour Layer for rubble mound Breakwater with hard blue granite stone of weight ranging from 1000 Kg to 2000Kg having a specific gravity of not less than 2.65 and as nearly cubical as possible as per approved design and drawing. The rate is inclusive of quarrying, loading at quarry using crane and other tools and plants as required, transporting by tippers/ lorries weighing on the electronic weigh bridge for measurement, Unloading/dumping placing in position to required level, profile and finishing the side slopes of 1 : 1.5 using crane and floating equipment and devices as per the drawing and specification etc., complete and as directed by the Departmental Officers. The rate is inclusive of placing sectioning and finishing with necessary equipments and devices and hire and operational charges of tools and plants etc. (The payment shall be made on weight basis (ie) ladden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge.

Providing concrete Tetra pod weighing 2T in plain cement concete M35 grade using In-situ concrete batching plant / Ready Mix Concrete (RMC) adopting weigh batch method in accordance with IS: 456-2000 using 20mm and down graded hard broken granite stone jelly with minimum cement content of 430kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser/ superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 Cu.m) 7670 kg. of crushed stone sand, including conveyance of concrete from batching plant to work site, electricity charges and other works & labour cost involved for concrete production, casting, including vibrating with mechanical vibrators, finishing, curing, etc., complete complying with standard specification. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the department for the excess usage of materials). Tetrapod cast is inclusive of charges for moulding, loading, unloading, transporting, placing in position as per approved design and slope over Armour layer of rubble mound groyne etc., complete and as directed by the departmental officers.

Supplying installing and setup the All in one integrated solar light 100' watts 8 no of 100Watts each solar LED light system complete complying with standard specification and as directed by the departmental officers. 1)1200 watts Total light power .Total light power lighting time 12 hours 100% full power brightness Rainy days backup 2 rainy days. solar panel _ 100 watts high efficency mono silicon 18V solar panel size 1030/331mm life span > 25 years transfer efficiency > 18%. Battery : High capacity 12.8V life PO4 bthium 36AH capacity can coninue 2 days backup maintanence free. LED LIGHT SOURCE: LED CHIP : 60 grains philip 3030, super brighteness, Lamp voltage :30V.CCT (k) 5800k -6500k life span> 5000 hours CRI >85 IP65 water proof light material : Alluminium surface colour : cool white beam Angle :120 lamp size : 1070x331x50mm. G.M 12.5kg volume 40'HQ abour 700-800 set. 2) CONTROLLER: 10A Automatic light and time control, over charging,/ discharging, production, Reverse connection protection, Wirless settings. 3) Operation Mode: Light and Time control, lighting mode : 100% full power all the night Mounting height : 30m charging period : 8-10 hours with good sunshine Discharging period : Max power > 25 hours. 4)10mts High Mast Pole: Base plate 420x420x16mm , bottom dia 250mm Top dia 100mm Thickness 3mm, Lantern carriage for 6 fitting, Head frame, Thumnells, D clamps, Hard ware hitems to fix mini mast, Hot dip Galvanization. 5) Ring Bracket: Providing top round for fixing the solar fittings and required equipment, specifcation are 60 OD x1m dia. 60 OD x500mm arm, 127.1x400mmcolllor. 6)Construction of shallow foundation with M25 grade concrete for the highmast considering the safe soil bearing capacity at site as 10 T/sqmtr at 2 metre depth with all materials and labour. Labour charges for erection, Mahinery hire charges such as crane, Tractor and JcB for erection and vehicle charges for conveyance to installation and fixing the solar arrangment in vertical positions etc., complete

Supplying installing and setup the piling equipments with ISMB 600 x 180, ISMB 250 x 80, ISMB 500 x 140, ISMB 250 x 100, ISMB 150 x 80 Cross strut ISMB 200 x 100 ML 150 x 75 MS plate 6mm thick and heavy duty roller bearing s tripod, bailer, winch chisel etc., suit for providing cast in situ piles of 600mm dia including cantry arrangements, hire charges, cost and conveyance of all materials, tools and plants equipment to site of work for approach jetty and landing jetty.The retrived material after use is to be taken backby the contractor at is own cost.

Providing and driving in position permanent MS liners for piles from bottom of pile cap as per cl.709.1.4 of IRC 78 - 2014 (up to maximum scour level) including cost of liners and fabricating, welded construction with consumables, labour and plants and driving MS liner 6mm thick to be left permenantly with the pile shaft as per requirement and as per specification and placing them in position with all lead and lift etc. complete.

Boring through the 600mm dia liner tube in all type of soil strata including sea silt or clay sand and weathered rock. The rate should include the removal of bored material, cleaning the loose particles, bailing chiseling and taking all measures to retain the sides and prevent necking of line from bed level excluding installing of lines & driving of liners etc., complete complying with standard specification and as directed by the departmental officers.

Providing and laying in position, Standardised Concrete Mix M-35 Grade using In-situ Concrete batching plant/ Ready Mix Concrete (RMC) adopting weigh batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 425 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including Conveyance of concrete from batching plant to Work site, Electricity charges and other works & labour cost involved for concrete production, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). For Pile

Removing by cutting M.S liner tube of 6 mm thick in 600mm dia pile to the required length of using gas cutter and chipping, cleaning out the depth etc. complete and also Dismantling, Clearing away and Carefully Stocking materials useful for the use for any thickness of walls.

Trimming the Pile head of 600 mm dia Piles upto cut off level and stacking the debris in convenient place and transporting to low lying area inside the fishing harbour within a lead of 1 km as directed by the Engineer's representatives and all associated cleaning of projecting reinforecement etc complete as directed by the department officers.

Fabrication and Manufacturing of Solid Precast Concrete Slab / Beam in M35 grade of concrete with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in Controlled Factory Environment with approved methodology including moulds (Pallet system, tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (W-0377)

Handling, Transporting and Placing of beams and slabs of various sizes in position as specified in the drawing and as directed including all labour for operation, tools, tackles, plants and equipments, fuel etc complete as directed by the departmental officers

Providing and laying in position, Standardised Concrete Mix M-30 Grade using In-situ Concrete batching plant/ Ready Mix Concrete (RMC) adopting weigh batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including Conveyance of concrete from batching plant to Work site, Electricity charges and other works & labour cost involved for concrete production, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials).

Providing Fusion Bonded Epoxy coating not less than 175microns thickness and upto 300 microns to reinforcement of all diameters as per IS 13620/1993 including testing of coating at plant.The cost is inclusive of cost on account of careful handling, PVC coated binding wires, touchup material supplied by coating agency, repair work, loading, unloading and strengthening of bend rods etc., complete as per specification and as directed by the Engineer in charge.

Supplying and errecting centering for water basin area using I Girder of size 250x125mm over MS flat of size 100x12mm to support on pile area and I Girder of section 150x80mm supported on cross directions and spreading of MS sheet of thickness 12 mm for Pile muff including cost of all materials and labour charges for fabrication, welding charges etc complete as per standard specifications

Providing and laying in position, Standardised Concrete Mix M-35 Grade using In-situ Concrete batching plant/ Ready Mix Concrete (RMC) adopting weigh batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 425 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including Conveyance of concrete from batching plant to Work site, Electricity charges and other works & labour cost involved for concrete production, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials).

Providing temporary platform using MS channels of size 150 x 80mm and 6mm thick MS sheet to convey the material to the work site including cost of materials ,fabrication ,welding etc.and charges for dismantling temporary plat form and conveyance to the shore after compleation of work as directed by departmental officers. The retrived material after use is to be taken backby the contractor at is own cost.

Supplying and fixing of GI mooring ring with hook & eye 32mm gauge galvanized M.S. rods fixed at regular interval as with suitable bolts and nuts as specified in drawing including labour charges etc., complete as directed by the Departmental Officers.

Supplying and fixing tyre fender around 1.50m centre to centre including fixing charge embeded with 16 mm dia ms chain and 20 mm rod embdeded in the RCC situ concrete including cost of all materials labour charges, welding charges fixing with reinforcement grills etc., complete as directed by the departmental officers.

Supplying and laying of Impugnated Bitumen pad 20mm thick 75mm depth for expansion joints as per standard specifications and as directed including all labour for operations, tools, plants and equipments, fuel etc complete as directed by department officers.

Supplying and fixing in position pipe bollard of 300mm dia as per drawing and as directed at site including mateials, transporting, handling, cutting, placing wherever necessary including filling the hollow portion of pipe bollard with concrete of M25 proportion, painting the exposed surface area of steel members with one coat of zinc rich epoxy primer wiht a minimum dry film thickness of 25 microns followed by two coats of coal tar expoxy paint with a total dry film thickness of 2 coats of 200 microns etc inclulding all labour, materials, tools, transport etc complete as directed by departmental officers.

Providing expansion joint using MS angle of Size 75 x 75 x10mm on one side and 150 x 90 x 10mm on another side, including supporting flat lugs at 600mm C/c including cost of angles, flats and fillet welding etc complete as per standard specifications.

Providing MS angle of Size 75 x 75 x10mm on both sides of slabs for edge protection including supporting flat lugs at 600mm C/c including cost of angles, flats and fillet welding etc complete as per standard

Painting all the bottom and sides of RCC surfaces with non corrosive paint two coats over one coat of primer etc complete as directed by the department officers

Excavation By Boring of 600 mm wide trench in all types of soil, including pebbles, gravel, boulders to depth varying from -11m level to +1.10 m level above chart datum for construction of diaphragm wall including bentonite mud circulation/crane mounted grab all labour , equipments and machinery for excavation, hire charges for grab , crane etc, complete as per standard specification and as directed by the department officer.

Earth work excavation for foundation by manual means for RR/Brick and Other step type footings for Load bearing structures in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers.

Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

Supplying and filling graded IRC stone jelly 40 mm to 80mm gauge for providing base for landing platform behind the diaphragm wall including cost and conveyance of the metals and labour charges for spreading and packing the metals with proper aligment including stocking the metals for premeasurments etc., complete complying with std. Specifications and as directed by the departmental officers.

Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers - Mixing by mechanical means

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner, vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid).

Supplying and erecting centering for plane surfaces such as RCC Floor Slab, Roof Slab, Loft, Landing Slabs, etc with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over steel adjustable span of size 2m x 2m (expandable upto 3.60m) and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).

Supplying and erecting steel centering including necessary supports For plane surfaces such as rectangular or square RCC columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc..complete in all floors complying with standard specifcation. Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).

Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost of centering shuttering reinforcement grills and fabrication charges but including Cost of Mortar Plasticizer, curing etc. complete and as directed by the departmental officers. (Dummy columns should be at least 1 metre height)- Mixing by mechanical means

Dismantling RCC by manual / by using deploying machineries and separting the steel grills disposing of the depris at the locations specified by the departmental officers with in a lead of 1 km (W-0035)

Formation of Guide bund using clay soilin conveyance with tippers with a lead of 10 KM in layers of suitable thickness, depending upon type of compaction equipment, and not exceeding 23 cm thickness, breaking clods, watering to OMC (Optimum moisture content) and compaction of each layer to 95% Proctor density through deployment of appropriate compaction equipment (8-10 T power roller / vibratory power roller / short width (+/-0.90n width drum) power roller or vibratory power roller / fuel-operated or electrically operated vibratory plate compactors, ensuring compaction of designed bund section including side slopes complete as per specifications.The rate includes seigniorge fees also.

Supplying and filling up the empty cement gunny bags with sand stitching them and dumping adjusted the casurina poles and pullies driven in the sea for the formation of bund as directed by departmental officers.

Supplying and stacking casurina poles and pullies of good quality work site as directed by the departmental officers.

a) Casurina poles of dia 13cm to 15cm (providing at distance of 30 cm c/c ) M-0173

b) Casurina poles of dia 5 to 8 cm at 25 cm c/c cross ties M-0175

Pointing the edge and driving the casurina poles in to the sea bed below G.L. as directed by the departmental officers.

a) for Ist 1m depth from the sea bed. (W-0117)

b) Driving the casurina poles in to the sea bed beyond 1m depth (or) part of the sea bed from the sea bed as directed by departmental officers. (W-0118)

Casurina walling pieces of 4cm to 5cm diameter including fixing nails and tying with ropes as directed by the departmental officers.

Removal of sludge, slush, silt, debris, plastic waste, water weeds, using appropriate special machineries like dredger along the cutter section having maximum capacity of 300cum solids per hour which can dredge to a maximum of 8.00m depth and dispose the dredged material to a maximum of 4Km on either one of the outer slope of river banks whichever is convenient as per the prevailing site conditions for easy conveyance and jungle clearance by pumping operation along with suitable pipeline and other required accessories with other mechanical devices for the entire stretch to reach the bank. the rates including cost of transportation, Mobilization and demobilization of Machinery, hire charges, cost of fuel, labour charges for surveying and operation of dredger, crew and other related works etc.

Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in- clusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. A). Upto 2.40m Depth. Data worked out for 64 m3 per day/8 hrs.

Supplying and filling in foundation, basement, etc with Sand Gravel mix in ratio of 1:3 in layers of not more than 15cm thick thoroughly mixed, well watered, rammed with surface vibrator and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 450 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c, etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire)

Plastering with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 12mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including mortar plasticizer at 200ml per 50Kg of cement used, finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers.

Supplying, Installation, Testing and Commissioning of 60W x 2nos all-in-one integrated LED solar street lightsystemwith 7m free standing double arm Bracket 8 sided octagonally continously tapered structure pole with base plate of size 250x250x12mm as per IS -875, 150w solar panel, 40AH po4 Lithium Battery in Built panel 60W LED Luminary - IP65, Inbuilt charge Controller, Auto updown Climate Changer and all other necessary Foundation etc and as directed by the Departmental officers.(The octagonal pole with following specification Bottom Pole Dia - 140mm,Top Pole Dia - 70 mm Thickness of Pole - 3 mm. The pole should be hot dip galvanized confirming to BESN ISO-1461 with thickness of 65 Micron)

Sub total Amount for above all items (excluding GST)

GST 18% for above SubTotal Amount

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