Improvement, Widening and Beautification of Satara Koregaon Pandharpur Mohol Road S.H.141 Km 0/00 to 1/800 (Section- Powai Naka to Bombay Restaurant Chowk) Tal and Dist-Satara.

Amount

Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts excetra complete

Removing Rich Mix Cement Concrete including Stacking the spoils as directed with all leads, lifts excetra Complete.

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

Removing Non Pressure -2 and Non Pressure-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900 Milimeter diametermeter excetra complete.

Scarifying the existing granular road surface to a depth of 50 Milimeter and disposal of scarified material within all lifts and leads upto 1000 metres.

Conveying materials obtained from road cutting including all lifts, laying in layers of 20 Centimeter to 30 Centimeter. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50 Meter to 300 Meter inclusive from the site of excavation to the site of deposition as directed.

Conveying materials obtained from road cutting including all lifts, laying in layers of 20 Centimeter. to 30 Centimeter. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300 Meter to 500Meter inclusive, from the site of excavation to the site of deposition as directed.

Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 Centimeter to 30 Centimeter. with vibratory roller.

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material

Stabilization of Soil or Sub-Base/Base Course or Existing Pavement Crust upto the required depth by In-Situ Stabilization method using Cement / Cementitious additives / Chemical additives / Combination: Providing and pre-spreading of Binder (Cement / Cementitious additives / Chemical additives / combination) at rate of required quantity (% by weight) as per job mix design in accordance with IRC 37-2018 using a truck-mounted automated binder spreader with micro-processor controlled weighing and spreading system. The binder spreader shall have variable working width upto 2.4m to efficiently manage the width of the whole pavement. The in-situ stabilization process shall be carried out using a self-propelled wheeled Stabilizer / Reclaimer with a minimum working width of 2m or 2.4m and minimum engine horsepower of 305 kW having in-built automated water-spraying and depth control systems with variable working depth of up to 500 Milimeter. The entire in-situ process shall be carried out in a single pass including pulverizing of soil/aggregates/combination or milling of existing asphalt pavement and simultaneous mixing with pre-spread binder (cement/additive) and water to the desired depth. The resultant stabilized mix shall be compacted using a vibratory padfoot compactor of 1420 tonne weight as per design depth and then graded to the required profile, level and thickness using a motor grader. The graded surface shall be then compacted using a smooth vibratory roller to achieve the desired proctor density as per IRC 37-2018 and complete in all respects including curing with water as required including all materials, labor, machinery, excetra Necessary graded stone aggregates shall be added by pre-spreading with cement to achieve desired gradation and profile of the road. The minimum unconfined compresssive strength (UCS) of stabilized sub-base should be 4.5 / 7 MPa after 7 / 28 days curing as per IRC 37-2018 .Also, durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2018 .The gradation mixes and materials should be as per IRC 372018.

Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 Kilogramme/10 Square Meter. (VG-30 bulk bitumen rates are considered to arrive at rates)

BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50 Milimeter compacted thickness with drum mix plant with Supervisorty Control and data acquision, Sensor paver and Vibratory roller excluding prime/Tack coat excetra complete --Bitumen of specified grade with stone dust filler. (VG- 30 bulk bitumen rates are considered to arrive at rates)

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

Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement,coarse and fine aggregate (naturals and/VSI grade finely washed crushed sand) conforming to Indiametern Standard 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 Mortar1:[email protected] Meter X 0.60 Meter centre to centre,admeasuring 80 Milimeter at bottom and 40 Milimeter mat top with depth of 75 Milimeter and maintaining the same throughout curing period by any other method approved by Engineerin-charge.

Providing and fixing in position TMT FE 500, 32 Milimeter diameter dowel bars precoated with anticorrosive epoxy paint of required diameter. 60 Centimeters. Long and at 30.00 Centimeter. Center to Center and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed excetra complete.

Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 Milimeter diameter. 70 Centimeters.long and at 30.00 Centimeter 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 TMT FE 500, chairs with proper alignment excetra complete.

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

Providing to contraction joints poly suphide sealent (Pouring grade) confirming to BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam bacer rod of required diametermeter (appraox.25%larger than the initial 3 Milimeter to 4 Milimeter joint) over laid with bond breaking tape as per detailed drawing.Item includes cleaning the joints with water jet/air compressor and allowing joint to be come thoroughly dry be for esealentis applied and applying primer. (A) Contraction and longitudinal joints (15 Milimeter. deep x 8 Milimeter.wide)

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

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate,watering and compacting with vibratory roller to the required density.By Mechanical Means-GradingII (Using Screening Type B (11.2 Milimeter) Aggregate)

Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing excetra. complete. (with reversible drum type mixer with Supervisory Control and data acquisition with fine agreegates of required specifications (Natural sand / VSI sand finely washed excetra )

Providing cast in situ / ready mix M20 grade cement concrete for head walls of Cross Drainage work / retaining walls excetra including necessary form work, compaction, finishing and curing excetra complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA

Providing and laying cement concrete pipe of IS 458:2003 NP-4 class of 1000 Milimeter diametermeter in proper line, level and slope excetra complete

Providing and fixing of precast heavy duty chamber frame and cover of RCC centre of grade M-50 (SFRC) having thicknewss of frame as 150 Milimeter and reinfor Centimeterent (HYSD) of 12 Milimeter diameter @ 110 c/c both ways at top and bottom and strippus of 6 Milimeter diameter @ 300 c/c as shown in th drawing as directed by Engineer incharge including tranpostatioln loading, unloading and all type of takes etc complete. - 900 Milimeter x 900 Milimeter .

Providing and fixing of precast heavy duty chamber frame and cover of RCC centre of grade M-50 (SFRC) having thicknewss of frame as 150 Milimeter and reinfor Centimeterent (HYSD) of 12 Milimeter diameter @ 110 c/c both ways at top and bottom and strippus of 6 Milimeter diameter @ 300 c/c as shown in th drawing as directed by Engineer incharge including tranpostatioln loading, unloading and all type of takes etc complete. - 1100 Milimeter x 1100 Milimeter .

Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings excetra complete Road

Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings excetra complete Bridge

Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600 Milimeter diameter made out of 3 Milimeter aluminum composite material 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 retroreflective specified back ground, border and back side retroreflective symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25 Milimeter x 25 Milimeter x 3 Milimeter, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 Milimeter X 65 Milimeter X 6 Milimeter, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 Centimeter width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60 Centimeter X 60 Centimeter X 75 Centimeter 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.

Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 Milimeter made out of 3 Milimeter aluminum composite material 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 retroreflective specified back ground, border and back side retroreflective symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25 Milimeter x 25 Milimeter x 3 Milimeter, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 Milimeter X 65 Milimeter X 6 Milimeter, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 Centimeter width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60 Centimeter X 60 Centimeter X 75 Centimeter 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.

Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/colour of 2.5 Milimeter thick including 1.5 Refractive index reflectorizing glass beads @250 grames/Square Meter.Thickness of 2.5 Milimeter is exclusive of surface applied glass beads as per Indiametern Road Congress 35:2015.Initial Dry reflectivity RL shall be > 250 mcd/ Square Meter/lux measure dintheinitial 7 days and sustained reflectivity RL of 100 mcd/Square Meter/lux and Qd of 100mcd/Square meter/lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner,Easylux, Deltamake capable of measuring RL and QD both according to Indiametern Road Congress 35:2015 clause 15.5.The finished surface to be level,uniform,and free from streaks and holes complete as per direction of Engineer-in-charge and inaccordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for Indiametern Road Congress 35:2015).

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 Kilogra Milimetere tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 Milimeter, 100 Milimeter and 102 +/- 2 Milimeter and with minimum reflective area of 13 Square Centimeter on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diametermeter not less than 19 +/- 2 Milimeter and height not less than 30+/- 2 Milimeter) from the body is to be a minimum value of 500 Kilogra Milimetere. 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 reco Milimeterendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retroreflectance of the reflecting panel, to the Engineer.

Providing and Fixing of Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15 Centimeter, 10 Centimeter and 10 Centimeter respectively and thickness not less than 1.8 Milimeter, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Mediametern Marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Mediametern Marker shall have rectangular-shaped, fluorescent yellow color retro-reflective sheeting of size not less than 8.5 Centimeter*8.5 Centimeter and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2010 and ASTM D4956 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Mediametern Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, excetra The Mediametern Marker shall be fixed by a combination of epoxy adhesive and grouting.

Providing and laying cement concrete pipe of Indiametern Standard 458:2003 Non Pressure-3 class of 1000 Milimeter diametermeter in proper line, level and slope excetra complete.

Stamp Concrete of 100 Milimeter Thickness - Providing and Laying in-situ M30 Grade unreinforced plain cement stamp concrete of 100 Milimeter thickness pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate (natural sand / VSI grade finely washed crushed sand) Confirming 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 in nagpur city with lead upto 20KM (on Inner Ring Road from Avasti nagar to wadi), spreading, laying with approved make pover, 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 sqm using surface roller and protecting from falling dust,dirt and curring by curring compound / by providing cement vata in cement Mortor 1 :8 @ 0.6m x 0.6m center to center, admeasuring 80 Milimeter at bottom and 40 Milimeter at top with depth of 75 Milimeter and maintaining the same throughout curing period by any other method approved by Engineer-incharge or Landscape architect excetra complete. (prior approval of superinteding Engineer will be necessary )

Providing and casting in situ or precast tapering Reinforced Cement Concrete M-20 Semi Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125 Milimeter below ground level over M-10 PCC 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 any where in city and redoing the surface as specified and directed by Engineering In- harge. Using Concrete Batching and Mixing Plant

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 flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) excetra 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 80% 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.

Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed excetra complete. By Mechanical Means.

Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed excetra complete.

Excavation for foundation in hard murum and Boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed excetra complete.

Excavation for foundation in Soft Rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed excetra complete.

Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed excetra complete.

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds excetra as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump excetra complete.

Providing and laying in situ / ready mix / ready mix M 15cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing excetra complete. (with fully automatic micro processor based PLC without Supervisory Control and data acquistion enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with VSI sand)

Providing and laying in situ / ready mix / ready mix M 25 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing excetra complete. (with fully automatic micro processor based PLC without Supervisory Control and data acquistion enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with VSI sand)

Providing and laying in situ / ready mix / ready Mix -25 cement concrete trap / granite/ Quartzite/ gneiss metal for cast in situ piers, abutments, returns, wings excetra including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including ply wood/steel form work centering (excluding dewatering by means of pump) and including bailling out water and curing finishing in Cement Mortar 1:3 exetra complete.With fine agreegates of required specifications (VSI sand finely washed excetra )

Providing and laying in situ / ready mix / ready Mix -25 cement concrete of trap /granite/quartzite/gniess metal for reinforcement cement concrete caps over piers and abutments including necessary scaffolding plywood/ steel formwork, compactin by vibrating finishing in cement mortar 1:3 and curing excetra Complete. (Excluding reinforcement) With reversible drum type mixer/concrete batch mix plant (pan mixer).with fine agreegates of required specifications ( VSI sand finely washed excetra )

Providing tar paper bearing pad including fixing excetra Complete.

Providing expansion joints with 25 Milimetre thick bitumnious pad as per detailed drawings.

Providing and laying in situ / ready mix 30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete work in solid/ deck slab excetra including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement excetra complete. ( with fully automatic micro processor based PLC without supervisory control and data acquisition enabled/ concrete batch mix plant / pan mixer and fine agreegates of required specifications with VSI standard Artificial Sand) Finally Washed excetra Complete.

Providing and laying in situ / ready mix M25 Reinforced cement concrete of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing excetra complete. (excluding reinforcement, with fully automatic micro processor based PLC without Supervisory Control and data acquisition enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed excetra )

Providing and laying in situ / ready mix M 30 Cement concrete of trap/ granite/ quartzite/ gneiss metal for wearing course 8 Centimeter thick including compacting, finishing, curing and filling in joints with bitumen excetra complete. (with fully automatic micro processor based PLC without Supervisory control and data acquisition enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (VSI sand finely washed excetra )

Providing and filling annular space around footing in rock by using concrete of M15 grade excetra complete.

Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications excetra complete.

Providing and laying 0.90 Meter thick metal mat Consisting of rubble oversize metal and normal size metal for specified thickness as per detailed drawing including supplying all materials, hand packing rubble, spreading metal and hard murum including watering and compaction with power roller.

Providing 100 Milimeter diameter Galvanised Iron water spouts as per detailed drawings in Reinforced Cement Concrete slab and wearing surface / kerb excetra complete.

Providing and laying weep holes of 100 Milimeter diameter Polyvenyal Chloride pipes as per drawing for abutment returns, return walls excetra Complete.

Providing railing of cast in situ Reinforced Cement Concrete posts with (M-20) cement concrete trap/granite/quartzite/ gneiss metal size 150 Milimeter x 150 Milimeter x 1.240 Milimeter and horizantal 3 nos.at distance 370 Milimeter Center to Center and bottom bar 150 Milimeter above kerb as per the detailed drawings (including cost of reinforcement) scaffolding,steel centering, plywood/ steel formwork excetracomplete. The Cement Mortar.1:3 plaster is considered for rendering uneven and honey combed surface only.Newly laid concrete shall be covered by gunny bag,plastic,tarpaulin excetra(Wooden centering/formwork will not be allowed).

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 10 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 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 as 10 T/sq.m at 1.5 m depth including supply of steel concrete excavation fixing provided nut bolts with the help of template duly plastered as per design complete (for 3 to 5m octagonal / conical GI pole).

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 - 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 double 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 and crowned at top with a Cast Iron decorative finial of 260mm Height. The angularly projecting double 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 either 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

Supplying & Erecting 4m Lighting Pole - Single Arm 4000mm pole made of circular mild steel pipe of single section (grade YST 210) 114.3 mm Dia x 3.5 mm thick with 1852mm Height. Decorative base made of cast iron (404mm Dia x 1010mm Height) with door 278mm height x 135mm width. The single arm swan bracket is a split constructed type Bracket stem made of MS Pipe 60.3mm Dia x 3.0 mm thick x height of 878 mm emerging from a cast iron ring and crowned at top with a Cast Iron decorative finial of 260mm Height. The angularly projecting single arm made of MS pipe 32mm Dia x 2.6mm thick long 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 850mm 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 300mm Square x 12mm thick Steel of grade E250 to IS 2062 2011 with 4 elongated holes 38 x 19 to suit M16 x 400mm bolts of grade 4.6 at CC 140. 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.

Supplying & Erecting 120 W LED 3000K 4000K 5700K Luminaire comprises of specially contoured spun aluminium body (dia-634 mm x height 676 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% Electronic 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)

Supplying & Erecting 50 W LED 3000K 4000K 5700K Luminaire comprises of specially contoured spun aluminium body (dia-425 mm x height 437 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% Electronic 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)

V H KHATRI CONSTRUCTION PRIVATE LIMITED (BID ID -6836797)