Construction of Concrete Road to N.H.4 to MhasweKaranje to Molacha Odha Shahupuri Police Thane Matkar Colony to Shahupuri Chowk to Old Medha Road to Sarkhal M.D.R.118 Km 5/500 to 7/00, Tal and Dist-Satara.

Dismantling the R.C.C. work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed.

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metre, stacking serviceable and unserviceable materials separately etc. complete.

Construction of granular sub-base by Plant Mix Method by providing close graded Material, mixing in a mechanical mix plant at Optimum Moisture Content, carriage of mixed Material to work site,spreading in uniform layers with Motor Grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clause 401.For Grading I Material.

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate (Natural Sand/ VSI grade finely washed Crushed Sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 milimetre, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor/ by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing and curing including preparation of sub-grade surface if required etc. complete.

Excavation for roadway in earth soil of all sorts, sand, gravel or soft murum including dressing section to the required grade camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed.

Providing and laying in-situ M-40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate (Natural Sand/ VSI grade finely washed Crushed Sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying, compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound/ by providing cement vata in cement Mortar 1:8 of 0.6 metre x 0.6 metre centre to centre, admeasuring 80 milimetre at bottom and 40 milimetre at top with depth of 75 milimetre and maintaining the same throughout curing period/ by any other method approved by Engineer-in-charge.

Providing and laying Cast in situ/ Ready Mix cement concrete in Mix- 10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade).

Stamp Concrete of 100 mm Thickness - Providing and Laying in-situ M-30 Grade unreinforced plain cement stamp concrete of 100 mm thickness pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate (natural sand / VSI grade finely washed crushed sand) conforming to IS:383, as per mixed in a batching and mixing plant/ non tilting mixer and weigh batcher as per approved mix design, admixtures, transporting to site, including spreading, laying with approved make paver, compacted and finished in a continous operation, finishing to lines and grades. Also Providing, Placing and applying stamp powder which is light fast UV resistant pigment with appropriate chemical compounds of desired colour on base concrete after excess bleed water has evaporated using dry shake method @5kg per sqm. Including texturing and covering with plastic sheet (min. 200 micron thickness) and also applying two coats of UV-stable, 30% solids clear sealer @ 150 to 250 gms per square metre using surface roller and protecting from falling dust,dirt and curring by curring compound/ by providing cement vata in cement Mortor 1:8 @ 0.6 m x 0.6 m center to center, admeasuring 80 mm at bottom and 40 mm at top with depth of 75 mm and maintaining the same throughout curing period by any other method approved by Engineer-incharge or Landscape architect etc. complete. (Prior approval of superinteding Engineer will be necessary).

Soil Stabilisation of in-situ (existing pavement crust) or soil or otherwise sub-base course upto the required depth by cold in-situ recycling using chemical additives/ otherwise: Providing pulverizing,spreading,milling and mixing of chemical additives at the rate of minimum 750 ml/cum require quantity as per job mix design in accordance with IRC37-2012.Cementitious additive @ rate of minimum 4% should be spread on the existing pavement using a mobile truck mounted containerized cement/additive spreader with microprocessor controlled weighing and spreading system.The additive spreader shall have variable working width sufficient to cover whole pavement lane.The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 mt and with minimum engine horse power of 440 kw with a variable working depth of minimum 50 cm.The resultant stabilised mix then would be profiled to the required grade ,level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth whell roller to achieve desired proctor density as per IRC37-2012 and complete in all respects and curing with water as required including all materials ,labor and machinery etc. The entire In-situ process would be carried out in single pass with milling and pulverzing of damaged asphalt pavement/soil/aggregates/soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fitted on the wheeled self-propelled and vibratory pad foot roller to achieve desired proctor density in all respects. Necessary graded stone aggregates shall be added to achieve desired profile of the road. The minimum unconfined compresssive strength (UCS) of stabilized sub base should be 4.5 to 7 MPa after 7 / 28 days curing as per IRC37-2012 .Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC37-2012.The gradation mixes and magterials should be as per IRC37-2012.

Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metre including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97% of standard proctor density etc. complete (Material obtained from Other sources).

Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80 milimetre thick in M-40 grade of approved size and shape for city streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand /crushed sand of 50 milimetre thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete.

Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395:1997 below concrete pavement including all materials and labour complete.

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS:5212-1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (approximately 25% larger than the initial 3 milimetre to 4 milimetre joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet/ air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction & longitudinal joints (15 milimetre deep x 8 milimetre wide)

Cutting transverse contraction joints 3 to 4 milimetre wide and depth 60 milimetre in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay /slab etc. complete including subsequent widening of the groove 8 to 10 milimetre wide at top having depth of 15 milimetre as directed by Engineer incharge.

Providing and fixing in position TMT FE-500,32 milimetre diameter dowel bars precoated with anticorrosive epoxy paint 60 centimetre long and at 30.00 centimetre center to center wherever directed including handling, straightening, necessary cutting supported by HYSD chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.

Providing and fixing in position TMT FE-500, tie bars precoated with anticorrosive epoxy paint of 12 milimetre diameter 70 centimetre long and at 30.00 centimetre center to center and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening, supported by assembly of HYSD chairs with proper alignment etc. complete.

Excavation for catch/ side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.

Providing and laying Cast in situ/ Ready Mix cement concrete in Mix- 10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade).

Providing and laying in situ/ Ready Mix cement concrete Mix-20 of trap/ granite/quartzite/ gneiss metal for Reinforced Cement Concrete work in foundations like raft, strip foundations, grillage and footings of Reinforced Cement Concrete columns and steel stanchions etc. including bailing out water, formwork, laying/ pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided, (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade).

Providing and fixing in position Thermo Mechanically Treated (TMT) FE -500 bar reinforcement of various diameters for Reinforced Cement Concrete pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.

Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-3 class of 1000 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.

Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-3 class of 600 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.

Providing and casting in situ or precast tapering Reinforced Cement Concrete Mix-20 Semi Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 milimetre below ground level over Mix-10 Plain Cement Concrete finished neatly with Cement Mortar 1:2, setting the same in Cement Mortar 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant.

Supplying hard murum at the road site including conveying and stacking complete.

Spreading the hard murum for side width complete.

Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering complete.

Providing & Fixing Precast Parabolic Dividers of Cement Concrete. M-20 Grade on road finished neatly with Cement Mortar(1:2) if required, painting the exposed surfaces with coat of road marking paint of approved colour & quality including required excavation in concrete road except rock and removing the excavated material anywhere in city or suburban limit levelling the same as specified & directed. (for this item escalation/star rate is not applicable) Parabolic Divider Ht. 1.20 m

Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete.

Supply and Fixing precast cement concrete cylindrical Bollard of size (as per detaild drawing attatched) and 950 millimetre height (650 millimetre above finish level of 150 millimetre diametermeter manufactured by Mix-30 grade of concrete (with Vertical shaft impact (VSI) quality standard Artificial Sand) by vibro compaction process using FRP moulds and painting with approved weather sheild paint of 1,006.00 Rupees One Thousand Six and paise nil only. One Number 211,260.00 using FRP moulds and painting with approved weather sheild paint of approved colour and texture, single and Double groove cut inside of 10 millimetre width and 75 millimetre wide placed at 150 Milimeter from top finish (Reflective fluorescent tape should be sticked at 75 Milimeter grooved placed) as per detal drawing as directed by engineer in charge. including transportation ,Loading, unloading and including all other taxes and excluding GST.

Supplying on sue garden sail well sieved 90% to pass through LS. sieve of 10 Milimeter sixe frec from stones rubbish like dried grass mots and other such materials. The soul should be fiesh from garry. The colour of the soil gencrally be red. The soil will be measured o mcasuring box -(larma) (Item includes Royalty charges Transporting, loading unloading etc ) lead charges for 20 km. is considered

Providing and supplying with fixing the FRPdustbin of 42 lit.capacity, Outer cover of FRP Finish (600 Milimeter diameter X 1325 Milimeter height) to be fixed1125 Milimeter height above footpath finish level having dumping opening of size(500 Milimeter (W) x 100 Milimeter (H) & openable door on the rear side of 600 Milimeter width , consisting of removable internal bucket of FRP Finish (500 Milimeter diameter X 1000 Milimeter height) anchored internally ontwoside,as per drawings and designs, specifications, excetracomplete as directed by Engineer -incharge. including transportation, loading, unloading and including all other taxes and excluding GST.

Saplings Small or medium ornamental flowering plants thuja, curpressus,palms, ornamental ficus,mussanda excetra complete of flowering/ shadey trees, gulmohor, rain tree, peltophorum excetra height minimum to 1 Metre.

Providing and fixing reinforced cement concrete 200 metre stone as per Indian Road Congress standard including fixing in block of cement concrete 1:4:8,painting lettering complete.

Providing and fixing reinforced cement concrete 1:2:4 ordinary kilometre stones including painting,numbering as per Indian Road Congress design for major district road kilometre stone and fixing in standard size cement concrete 1:4:8 block complete.

Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 900 milimetre out of 2 milimetre aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress:67-2012 Table No 8.3 Supported with back support frame 25 milimetre x 25 milimetre x 3 milimetre, duly painted on back side with grey stove enamel paint and supported on one numberof mild steel angle iron post of size 65 milimetre x 65 milimetre x 6 milimetre, 3.45 metrelong, duly painted with with flat oil paint having alternate black and white bands of 25 centimetre width including Galvanised Iron fixtures etc. fixing the boards in Mix-25 grade concrete block of size 60 centimetre x 60 centimetre x 75 centimetre including transportation etc. complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Supplying and Fixing of Molded Shank Raised Pavement Markers/ Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kilogram tested in accordance to ASTM D 4280 Type H and complying to specifications of Category A of MORTH Circular Number RW/NH/33023/10-97 – DO III Dated 11-06-1997. The height, width and length shall not exceed 50 milimetre, 100 milimetre and 102 +/- 2 milimetre and with minimum reflective area of 13 square centimetre on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 milimetre and height not less than 30+/- 2 milimetre) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

Supplying and installation of Road Delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 centimetre high above ground level, painted black and white in 15 centimetre wide strips, fitted with 80 x100 milimetre rectangular or 75 milimetre diameter circular reflectorised panels at the top, buried or pressed into the ground and conforming to Indian Road Congress 79 and the drawings complete.

Dismantling stone masonry in lime or cement mortar including stacking the materials as directed with all leads, lifts complete.

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting, dewatering etc. complete. (Lift upto 1.5 metre) by Mechanical Means..

Providing cast in situ / ready mix M-15 grade cement concrete for head walls of Cross Drainage work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with Superwisery Control and Data Acquisition, with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ),

Providing cast in situ / ready mix Mix-20 grade cement concrete for head walls of Cross Drainage work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with Superwisery Control and Data Acquisition, with Natural / Vertical Shaft Impact (VSI) standard Artificial Sand.

Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-4 class of 1200 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.

Supplying and erecting PVC insulated PVC round sheathed 2.5 sq.mm (50 no. x 0.25 mm dia.) 3 core flexible multi stranded copper Industrial cable for voltage grade up to 1.1 kV

Supplying and erecting iron work sheet metal work consisting of CRCA sheets various sections of iron plates chequered plates rods bars MS pipes etc. for panel board or any other purpose with bending cutting drilling and welding complete erected at the position with necessary materials duly painted with one coat of red oxide and two coats of enamel paint to match the switchgears or as per directions by the authority.

Supplying, erecting & terminating FR XLPE insulated galvanised steel formed wire armoured (strip) cable 1100 V 4 core 16 sq. mm. aluminium conductor complete erected with glands & lugs on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

Supplying, erecting & terminating Supplying erecting & terminating FR XLPE insulated galvanised steel formed wire armoured (strip) cable 1100 V 4 core 25 sq. mm. aluminium conductor complete erected with glands & lugs on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

Supplying and laying (including excavation) reinforced cement concrete pipe of IS 458:2003 NP-2 class of 150 mm internal diameter in proper line level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete

Supplying and laying (including excavation) of suitable width & depth up to 90 cm) 50 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface to required depth complete.

Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials testing & recording the results as per specification no. EA-EP

Providing pipe type earthing with 40mm. dia. G.I. pipe or 20 mm dia. G.I. Rod complete with all materials testing and recording the results as per specification no. EA-EP

Supplying and erecting GI strip of high purity required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint with joints required. As per specification no EA-EP.

Making cement concrete foundation in 1:3:6 cement concrete (20 to 25) mm. stone metal duly plastered with necessary curing for complete. (pole muffing or any other purpose).

Making M- 20 grade reinforced cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq.m at 1.5 m depth including supply of steel concrete excavation and fixing provided nut bolts with the help of template duly plastered as per design complete (for 6m to 8m high octagonal /conical GI pole).

Supplying & Erecting 8m Lighting Pole -Single arm 8000mm pole made of circular mild steel pipe of two section (grade YST 210) Bottom section 139.7mm Dia x3.6mm thick with 1934 mm Height & Top section 114.3mm Dia x 3.5 mm thick with 3767 mm Height. Cast iron ring covered at the center of 114.3mm pipe.Decorative base made of cast iron (404mm Dia x 1010mm Height) with door 278mm height x 135 mm width.Decorative cast aluminium cone (230mm Dia x 150mm Height) covered on the bottom & top section joint area of the pole.The single arm swan bracket is a split constructed type Bracket stem made of MS Pipe 60.3mm Dia x 3.0 mm thick of 1030 mm height emerging from a cast iron ring upto a height of 1029 mm and crowned at top with a Cast Iron decorative finial of 260mm Height. The angularly projecting single arm made of MS pipe 48mm Dia x 3.0 mm thick spruced up with cast iron Scroll with cast iron floral and decorative embellishment is firmly held to the stem and other end facilitates the fitment of luminaire at 1000 mm on side from the vertical axis bracket stem. Pole section welded by certified welders using high end MIG welding processes. The control gear tray is prewired with 2.5 Sq.mm cable 6A SP MCB and 32A Ramanuj stud type 4 way terminal block for loop-in / loop-out arrangement 5A 2 Way terminal connector and provision for earthing. Any other internal cables and connections shall not be covered in the scope of supply. Mild steel mounting plate 300 mm dia x 16 mm thick Steel of grade E250 to IS 2062 2011 with 4 elongated holes 48 x 24 to suit M20 x 750mm bolts of grade 4.6 at PCD 230. The base plate have a cable entry hole as per the base pipe size. This mounting steel plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed foundation. All dimension are within +/- 5% tolerance. After fabrication entire pole is shot blasted (Inhouse). The pole is coated with zinc rich primer & pure polyester powder coating or epoxy zinc phosphate primer and finished using environmentally stable polyurethane based paint (coating thickness 90 microns). The Pole shall be provided with Graphite grey / Anthracite grey / Black as standard colour options. as directed by engineer in charge and as per PWD Specification[Non CSR]

Supplying & Erecting 8m Lighting Pole -Double arm 8000mm pole made of circular mild steel pipe of two section (grade YST 210) Bottom section 139.7mm Dia x 3.6mm thick with 1934 mm Height & Top section 114.3mm Dia x 3.5 mm thick with 3767 mm Height.Cast iron ring covered at the center of 114.3mm pipe.Decorative base made of cast iron (404mm Dia x 1010mm Height) with door 278mm height x 135 mm width.Decorative cast aluminium cone (230mm Dia x 150mm Height) covered on the bottom & top section joint area of the pole.The single arm swan bracket is a split constructed type Bracket stem made of MS Pipe 60.3mm Dia x 3.0 mm thick of 1030 mm height emerging from a cast iron ring upto a height of 1029 mm and crowned at top with a Cast Iron decorative finial of 260mm Height. The angularly projecting single arm made of MS pipe 48mm Dia x 3.0 mm thick spruced up with cast iron Scroll with cast iron floral and decorative embellishment is firmly held to the stem and other end facilitates the fitment of luminaire at 1000 mm on side from the vertical axis bracket stem. Pole section welded by certified welders using high end MIG welding processes. The control gear tray is prewired with 2.5 Sq.mm cable 6A SP MCB and 32A Ramanuj stud type 4 way terminal block for loop-in / loop-out arrangement 5A 2 Way terminal connector and provision for earthing. Any other internal cables and connections shall not be covered in the scope of supply. Mild steel mounting plate 300 mm dia x 16 mm thick Steel of grade E250 to IS 2062 2011 with 4 elongated holes 48 x 24 to suit M20 x 750mm bolts of grade 4.6 at PCD 230. The base plate have a cable entry hole as per the base pipe size. This mounting steel plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed foundation. All dimension are within +/- 5% tolerance.After fabrication entire pole is shot blasted (Inhouse). The pole is coated with zinc rich primer & pure polyester powder coating or epoxy zinc phosphate primer and finished using environmentally stable polyurethane based paint (coating thickness 90 microns). The Pole shall be provided with Graphite grey / Anthracite grey / Black as standard colour options. as directed by engineer in charge and as per PWD Specification[Non CSR]

Supplying & Erecting 120 W LED 3000K 4000K 5700K Luminaire comprises of specially contoured spun aluminium body (dia-634 mm x height 618 mm x 1.6mm thickness) high corrosion resistance with a neck design for unique and better aesthetics and non corrosive stainless steel fasteners Clear acrylic / Clear polycarbonate diffuser The luminaire have extruded aluminium heatsink for thermal management with vertical fin design for longer life of the LEDs. The mounting arrangement nipple coupling & Hex nut made of Stainless steel 304 suitable for mounting to internally threaded pipe of designation M30. Protection class IP65 Mechanical resistance IK05 (Acrylic diffuser) & IK09 (Polycarbonate diffuser). Pure polyester powder coated graphite grey /anthracite grey /jet black. Available colour temperature 3000K / 4000K /5700K Colour rendering index (CRI)>70. LED module with expected service life of at least 72 000 operating hours. Prewired with LED driver and suitable for operating on 240V 50Hz single phase ac supply. Driver efficiency >85%Power factor >0.95 THD <10% Operating temperature range is from -15°C to +50°C Operating Voltage 100-300V AC Cut-off Range 320V (Tol +/-10V)Frequency 50Hz Driver efficiency >85% E lectronic driver ON/OFF Optical Distribution Type IV MacAdam step 3 . External surge protection 10kV Internal surge protection 4kV Lumens per Watt 150 lumens per Watt THD <10% Lumen Maintenance (LM80) and Technical Memorandum (TM21) Pure polyester powder coated process Acid treatment & pure polyester powder coating Certification CE & BIS Certified. Inhouse NABL accredited lab. (Warranty upto 3 years)[Non CSR]

Supplying and erecting 12.5 m (clear height) motorized high-mast (Top -150mm, Bottom- 360mm) hot dipped galvanized material with average minimum thickness 65 micron, made from high tensile structure grade steel as per BSEN - 10025 S 355/E350 & 3mm thickness, with base plate 25 mm thick x OD 520 mm grade as per IS-2062, pole made in single section & submerge arc welded, with lowering & raising motorized unit, wire rope stainless steel 316 grade 2 nos., 7x19 construction 5mm, SG-DG U clamps, double drum with assembly 250 kg, 5x2.5 Sq.mm. flexible copper cable with lantern carriage assembly suitable for max. 12 nos. luminaires and its control gear box, lightning arrestor, arrangement for fixing aviation light, high-mast with serial number, factory inspection report/test report of high-mast should be provided as per specifications on provided foundation J type stud/bolts with necessary accessories complete as per specification no. OH-PL/HM (excluding luminaries)

Supplying and erecting outdoor stand mounted feeder pillar for high-mast of the same manufacturer with 32A TPN MCB incomer 24hr astronomical time switch with minimum 5 years battery backup IP 54 and IK10 protection 25 A TP contactor for automatic switching of luminaires 2 no. 9A contactors and raise/lower push button and provision for termination of adequate size of incoming and outgoing cables complete erected in min. 14 SWG CRCA sheet box with supporting angles self lock gasket and slanting top erected on CC foundation complete.

Supplying and erecting integrated LED flood light fitting Max. 120W IP65 & IK07 class having pressure die-cast aluminium housing having system lumens output of Min.14500 Lumens min. efficacy of 120 lumen/W CRI>70 CCT upto 6500K THD<10% p.f. >0.90 operating range of 140-270V inbuilt surge protection of 4 kV Life class of 50 000 Hrs. at L70B50 including driver with U shaped bracket with 3 Years warranty as per specification No FG-ODF/FLS2.

Making M- 20 cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq. m at 2 m depth including excavation and fixing provided nut bolts with the help of template duly plastered as per design complete (for 12.5 m raising lowering high mast).

Supplying and erecting GI sheet 1.6 mm (16 SWG) caution board of size 200 x 150 mm duly painted with red oxide and enamel paint in Marathi Hindi and English erected at position for medium voltage (415 Volt) installation with compliance to IS 2551-1982

Supplying and erecting GI sheet 1.6mm (16 SWG) caution board of size 250 x 200 mm duly painted with red oxide and enamel paint in Marathi, Hindi and English erected at position for HV/EHV (22000 Volts) installation with compliance to IS 2551-1982

Supplying and erecting iron work, sheet metal work consisting of CRCA sheets, various sections of iron, plates, chequered plates, rods, bars, MS pipes, etc. for panel board or any other purpose with bending, cutting, drilling and welding complete erected at the position with necessary materials duly painted with one coat of red oxide and two coats of enamel paint to match the switchgears or as per directions by the authority.

Supplying, erecting & terminating FR XLPE insulated galvanised steel formed wire armoured (strip) cable 1100 V 4 core 16 sq. mm. aluminium conductor complete erected with glands & lugs on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

Supplying and erecting rolled steel joist (girder) pole 100 x 116 mm (23 kg/m) with base plate in provided foundation as per specification no. OH-PL/RSJ(44 x 11m +8 x 9m +1 X 10m=566m)

Supplying and erecting rolled steel joist (girder) pole 152 x 152 mm (37.1 kg/m) with base plate in provided foundation as per specification no. OH-PL/RSJ ( 30 X 13m)

Supplying and erecting MS pole bracket for guarding/LT OH line, fabricated from ISM channel 75x40x6mm and 550mm long for necessary nos. of provided insulators and erecting on pole with 50x6mm clamp complete as per specification no. OH-PL/BKT

Supplying and erecting MS pole bracket for guarding/LT OH line, fabricated from ISM channel 75x40x6mm and 1100mm long for necessary nos. of provided insulators and erecting on pole with 50x6mm clamp complete as per specification no. OH-PL/BKT

Supplying and erecting V cross arm with ISM channel of 100x50x6mm or 22/33kV HT OH line with arrangement to fix insulator at 45mm from the end & horizontal distance between insulators 1530mm bent at angle of 60 degree keeping base 310mm and the total vertical height of V cross arm as 460mm and fixed on pole with MS clamp of 80x10 mm nut bolts washers complete as per specification no. OH-PL/VCA

Supplying and erecting 75x40 x6mm with 4.4mm thick web and 7.3mm thick flange channel (top pin) with clamp of suitable length so as to maintain vertical clearance of 1065mm for 22kV 1320mm for 22kV between insulators for erection of top pin insulators complete as per specification no. OH-PL/VCA

Supplying and erecting bracket for guarding of HT OH Line, made from channel iron 1600mm in length and 75x40x6mm. erected on pole complete as per specification no. OH-PL/VCA

Supplying and erecting single pole cut point channel set of for 22kV HT OH line two channel of size 100x50x6mm 1.6m long having stud angle of size 50x50x6mm 1.5m long with necessary clamps, nut bolts etc. complete as per drawing. ( Non CSR)

Supplying and erecting end pole D. P. Structure for 22/0.415 kV, 100 kVA Transformer with R.S.J. Pole 2 Nos. of size 100 x 116 mm x 11 Mtr. Long with suitable Distribution Box of C.R.C.A. Sheet 16 SWG with 4 Pole MCCB 200 Amps as incomer & 6 Nos.100 Amps Kitkat / MCCB for out going circuits. Transformer D.P. Structure includes the A. B. Switch 200 Amps, D.O. fuse Set & L.A. Set. 2 Nos. Top channel of size 100 mmx 50 mm for erection of A.B. Switch & 2 Nos. Base channel of size 100 mm x 50 x mm for erecting Transformer. Channel of size 75 x40 mm for erecting D.O. Fuse Set, L.A., A.B. Switch handle etc. Angle of size 50 x 50 x6 mm for erecting Distribution Box , Transformer Belt etc.as per drawing (min. 124 Kg. iron work) with necessary clamps, Nut-bolts. V cross arm, top clip, insulators etc. complete with caution board & barbed wire. D.P. Structure shall be erected in c.c. foundation complete.

Supplying and erecting end pole D. P. Structure for 22/0.415 kV 200 kVA Transformer with R.S.J. Pole 2 Nos. of size 100mm x 116 mm x 11 m Long with suitable Distribution Box of C.R.C.A. Sheet 16 SWG with 4 Pole MCCB 400 Amps as incomer & 6 Nos.200 Amps Kitkat / MCCB for out going circuits. Transformer D.P. Structure includes the A. B. Switch 200 Amps D.O. fuse Set & L.A. Set. 2 Nos. Top channel of size 100 mmx 50 mm for erection of A.B. Switch & 2 Nos. Base channel of size 100 mm x 50 x mm for erecting Transformer. Channel of size 75 x40 mm for erecting D.O. Fuse Set L.A. A.B. Switch handle etc. Angle of size 50 x 50 x6 mm for erecting Distribution Box Transformer Belt etc.as per drawing (min. 124 Kg. iron work) with necessary clamps Nut-bolts. V cross arm top clip insulators etc. complete with caution board & barbed wire. D.P. Structure shall be erected in c.c. foundation complete.

Supplying and erecting all aluminium stranded conductors 7/2.21 mm. complete. (Gnat) (73.77kg/km) as per specification No. OH-CON/AAC

Supplying and erecting all aluminium stranded conductors 7/3.10 mm. complete. (Ant.) (145.0 kg/km) as per specification No. OH-CON/AAC

Supplying and erecting ACSR conductor of size 6/1-2.59 mm complete. (Weasel) (127.7 kg/km) as per specification No. OH-CON/ACSR

Supplying and erecting 3 phase 5 core 70 sq.mm. (3x70+1x50+1x16) Aerial bunched aluminium cable along with necessary accessories for LT distribution on provided LT pole as per specification no. OH-CBL/ABC

Supplying and erecting 6 Way AB cable distribution box on provided pole with necessary accessories as per specification no. OH-ABC/JBS

Supplying and erecting porcelain shackle type LT medium insulator 75x115mm dia. with G.l. (shackle) strips nuts and bolts complete.

Supplying and erecting aluminium bobbin with G.l. (shackle) strip nuts complete.

Supplying and erecting porcelain disc type insulator 70KN with necessary hardware suitable for 22kV line, complete as per specification no. OH-INS/DI

Supplying and erecting porcelain pin type insulator suitable for 22kV line with GI pin complete as per specification no. OH-INS/PN

Supplying and erecting G.I. stay set for poles including loop insulators at inaccessible height with anchor plate 300x300x6mm. straining screws G.l. stay wire 7/10 SWG G.l. stay rod 20mmx1.8m length and pole clamps duly erected in provided cement concrete foundation complete.

Supplying and erecting G.I. stay set for poles including loop insulators at inaccessible height with anchor plate 300x300x6 mm. straining screws G.l. stay wire 7/8 SWG G.l. stay rod 20mmx1.8m length and pole clamps duly erected in provided cement concrete foundation complete.

Supplying and erecting guarding loop using G.l. wire no. 8SWG for LT OH line of horizontal formation erected with 20SWG G.l. wire as binding wire and 50mm section on each side complete.

Supplying and erecting fibre/PVC spacers for LT overhead line 3 to 5 conductors complete erected

Supplying and erecting guarding lace for HT OH line with 8SWG G.l. wire to protect the HT OH line with binding wire of 20SWG G.l. wire for 75mm section on either side.

Dismantling the existing pole above 6 m height with brackets clamps insulators stay from the c.c. foundation and making the site clear by refilling the pits with excavated materials and bringing it to the ground level.

Dismantling the existing overhead line including G.I. wires of all sizes without damaging & making the coils in suitable sizes.

Providing pipe type earthing with 40mm. dia. G.I. pipe or 20 mm dia. G.I. Rod complete with all materials testing and recording the results as per specification no. EA-EP

Supplying and erecting 22 kV outdoor type gang operated air break triple pole switch 200 A capacity with 3 post pin type insulator per phase mounted in horizontal or vertical position with necessary channels on provided cross arm with adequate length of "C" class G.l. pipe for operating handle erected on extended square shaft. The operating handle provided with lock and key at suitable height from ground level with necessary clamp.

Supplying and erecting barbed wire two ply with 12 SWG ply and 12 SWG barb with a gap between two bars of 75 mm. firmly fixed on provided angle supports with necessary materials complete. (6.044 meters/kg.).

Dismantling existing pole mounted distribution transformer safely without any damages.

Making cement concrete foundation including excavation (60 x 60 x 150) cm deep in 1:3:6 cement concrete 20 x 25 mm stone metal (45 x 45 x 45) cm /45 cm dia. x 45 cm height plinth duly plastered with necessary curing and finishing complete. (above 6 m to 9 m poles)

Making cement concrete foundation including excavation (60 x 60) cm x deep 1/6 of pole length in 1:3:6 cement concrete 20 x 25 mm stone metal 45 cm x 45 cm x 45 cm /45 cm dia. x 45 cm. height plinth duly plastered with necessary curing and finishing complete. (for above 9 m poles)

Making cement concrete foundation including excavation (60 x 60 x 150) cm deep in 1:3:6 cement concrete (20 to 25) mm stone metal with necessary curing and finishing complete.(for stay).

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