Improvement of the road from AIT circle to Hiremagalur Junction from 431.720 to 435.000 as per the DPR for SH 57in the State of Karnataka.

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned with all lead including removal and disposal of top organic soil not exceeding 150 mm in thickness including all lead & lift, loading and unloading, labour, hire charges of all machineries including all incedental charges etc., complete. in accordance with MoRT&H Technical Specification and as directed by the Engineer incharge of the work. (ii) By Mechanical Means (A) In area of light jungle

Cutting of trees including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit including all lead & lift, loading and unloading with all incedental charges, labour, hire charges of all machineries etc., complete.in accordance with MoRT&H Technical Specification and as directed by the Engineer incharge of the work. a) Girth Size from 30cm to 60 cm

Cutting of trees including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit including all lead & lift, loading and unloading with all incedental charges, labour, hire charges of all machineries etc., complete.in accordance with MoRT&H Technical Specification and as directed by the Engineer incharge of the work. b) Girth Size 60cm to 90cm

Cutting of trees including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit including all lead & lift, loading and unloading with all incedental charges, labour, hire charges of all machineries etc., complete.in accordance with MoRT&H Technical Specification and as directed by the Engineer incharge of the work. c) Girth from 900 mm to 1800 mm

Dismantling of flexible pavements and disposal of dismantled materials, stacking serviceable and unserviceable materials separately including all lead and lifts, loading, unloading, labour, hire charges of all machineries and all other incidental charges etc., complete. as per MoRT&H Technical Specification and as directed by the Engineer incharge of the work. II) By Mechanical Means A) Bituminous course

Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead and back filling of pit including all labour, hire charges of all machineries and all other incidental charges etc., complete. as per MORT &H Technical Specification and as directed by the Engineer incharge of the work. a) 5th Km Stone

Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead and back filling of pit including all labour, hire charges of all machineries and all other incidental charges etc., complete. as per MORT &H Technical Specification and as directed by the Engineer incharge of the work. b) Ordinary Km Stone

Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead and back filling of pit including all labour, hire charges of all machineries and all other incidental charges etc., complete. as per MORT &H Technical Specification and as directed by the Engineer incharge of the work. c)Hectometer Stone

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lead and lifts, loading and unloading with all incidental charges including all labour, hire charges of all machineries etc., complete. as per MORT &H Technical Specification and as directed by the Engineer incharge of the work. 6 )Dismantling Stone Masonry Mechanically a)Size Stone Masonry -

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lead and lifts, loading and unloading with all incidental charges including all labour, hire charges of all machineries etc., complete. as per MORT &H Technical Specification and as directed by the Engineer incharge of the work. 6 )Dismantling Stone Masonry Mechanically b)Reinforced Cement Concrete Grade M-20 & Above.

Removing all type of Hume Pipes Manually and Stacking in accountable manner at specified location (tractor) with all lead and lifts, loading and unloading with all incidental charges, including earthwork and dismantling of Masonry Works, without damaging the pipes as per Specification and as directed by the Engineer incharge of the work.

Earthwork excavation for roadwork in soil by mechanical means with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location, unloading, with all lifts and with all lead including all labour, hire charges of all machineries and all other incidental charges etc., complete. in accordance with MORT &H Technical Specification and as directed by the Engineer incharge of the work.

Earthwork excavation for roadway in hard rock (blasting prohibited) including breaking rock, loading in tippers, unloading, disposal stocking with all lifts and with all lead, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lead and lifts, loading and unloading, labour, hire charges of all machineries etc and all other incidental charges., complete. as per MORT &H Technical Specification and as directed by the Engineer incharge of the work. (A) Mechanised Method using Hydraulic excavator with rock breakers and loading by mechanical means

Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures, graded and compacted to meet requirement of table 300-2 in layers not exceeding 250mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross section including watering, spreading by Dozer, grading by motor grader and consolidation by vibratory road roller with desired field density not less than 95% of maximum dry density with all lead, all lifts, loading, unloading,,all labour, hire charges of all machineries and incuding all incidental charges etc., complete in accordance with MoRT&H Technical Specification Clause 305 and as directed by the Engineer incharge of the work.

Loosening,leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction in layers not exceeding 250mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, consolidation by vibratory road roller with desired field density not less than 97% of maximum dry density, including all lead, all lifts, loading, unloading,,all labour, hire charges of all machineries and all other incidental charges etc., complete and as directed by the Engineer incharge of the work.

Construction of Subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, tranporting to site, spreading, grading to required slope and compacted to meet requirement of table No 300-2 in layers not exceeding 250mm thick and compacting by mechanical means after adding water to its OMC, so as to acheive 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., spreading by Dozer, grading by motor grader, consolidation by vibratory road roller and carriage by tipper complete with a lead , all lifts, loading, unloading, hire charges of machinery and all other incidental chargesetc., complete in accordance with MoRT&H Technical Specification Clause 305 and as directed by the Engineer incharge of the work. .

Construction of Granular sub-base by providing laying, spreading and compacting in layers, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of GSB layer, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift and all other incidental charges etc., complete with all lead of mixed material to achieve minimum CBR value of 30% (Compacted Thickness)complete in accordance with MoRT&H Technical Specification Clause 401 and as directed by the Engineer incharge of the work. (iii) Grading-III Coarse graded mateiral (As per item 4.02(iii) of NHSR 2018-2019 Bengaluru Circle Schedule page 25)

Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-11, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper to paver, laid over a previously prepared surface to the required grade, level and alignment, compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift and all other incidental charges etc., complete with all lead of mixed material. (Compacted Thickness)complete in accordance with MoRT&H Technical Specification Clause 406 and as directed by the Engineer incharge of the work. B) By using Motor Grader

Providing and applying bituminous primer coat with slow setting bitumen emulsion (SS1) complying with IS : 8887 of approved quality and make on prepared surface of granular subbase such as WBM,WMM including cleaning of road surface by mechanical broom & dusting by air compressor, and spraying using bitumen pressure distributor, uniformly at the rate of 0.80kg/sqm as per Table 500-3 including cost of all materials,lead, lifts, labour, hire charges of machinery, loading,unloading and all other incidental charges etc., in accordance with MoRT&H Technical Specification Clause 502. include lead for emulsion and as directed by the Engineer incharge of the work.

Providing and applying Tack Coat as per Table 500-5 on prepared surface using VG-10 grade paving Bitumen complying with IS.73-2013 of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying by Bitumen Pressure Distributor, including cost of all materials, labour, hire charges of machinery, loading, unloading stacking, lead and lifts & all other inicidental Charges etc complete, except lead for Bitumen. complete,in accordance with MoRT&H Technical Specification Clause 503 and as directed by the Engineer incharge of the work. I-B: On Granular Base such as WBM & WMM surface treated with primer/ over BT Surface (Dry/Hungry) @ min 2.5kg/10Sqm

Providing and laying Dense Graded Bituminous Macadam using crushed aggregates as per table 500-10 of specified graded agrigates and filler @2% by weight of aggrigates, premixed with minimum bituminous binder VG-40/VG-30 grade Paving Bitumen (as per cluase 504.2.1) complying with IS.73-2013 in Batch mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting and all other inicidental Charges etc complete, with all lead of mixed material , complete in accordance with MoRT&H Technical Specification Clause 507 and as directed by the Engineer incharge of the work. A) Using 100-120 TPH Batch mix plant (i) Using 75 - 100 mm compacted thickness (Grading 1) with 4.00% Bitumen (VG-40)

Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-17 of specified graded aggregates and filler @ 2% by weight of aggregates premixed with minimum bituminous binder VG-40 grade Paving Bitumen (as per cluase 504.2.1) complying with IS 73-2013 /IS 15462(IRS SP53) in Batch / Hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting and all other incidental charges etc complete, as per MoRT&H Technical Specification Clause 507 and as directed by the Engineer incharge of the work. (A) Using 100-120 TPH Batch mix plant and as directed by the Engineer incharge of the work (ii) 30 to 40 mm compacted thickness (Grading -2) with 5.20% Bitumen

Earthwork excavation for foundation structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead, lifts, labour, spreading, hire charges of machinery, and all other incidental Charges etc., complete in accordance with MoRT&H Technical Specification Clause 304 and as directed by the Engineer incharge of the work. (I) Ordinary soil (B) Mechanical Means using Hydraulic excavator (Depth upto 3 m)

Providing and Laying PCC M10 mix with granite/basalt/trap crushed stone aggregate 40 mm nomonal size,clean seived approved fine aggregate or double washed crushed sand, mechanically mixed in concrete mixer, placed in foundation and compacted by vibrator, curing for 14 days, including cost of all materials, labour, hire charges of machinery, loading, unloading,lead,lift, transporting and all other incidental Charges etc., complete include lead for cement in accordance with MoRT&H Technical specification Clause 408 and as directed by the Engineer incharge of the work.

Providing & laying Reinforced Cement Concrete M 20 for solid slab superstructure using granite / trap / basalt aggregates using 20mm and downsize and clean sieved approved fine agrigate or double washed crushed metal sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing including cost of all materials, formwork, centring, vibrating , compacting, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces including all other incidental Charges etc., complete in accordance with MoRT&H Technical Specification Clause 1500,1700, 2300 and as directed by the Engineer incharge of the work.

Providing and Laying TMT steel bar reinforcement conforming to IS-1786, FE-500 grade designation as per table 1000-3 including srtaightening bar cutting, bending, hooking,binding with approved quality binding wire afterplacing in position tieing lapping and / or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing ( Laps, hooks and wastages shall not be measured and paid) including cost of all materials, bar bending charges, including all lead, lift, loading, unloading, hire charges of machinery, labour, and all other incidental charges etc., complete lead for steel in accordance with MoRT&H Technical Specification Clause 1600 and as directed by the Engineer incharge of the work. . a) FE500 Grade

Providing weep holes in Brick masonary/Plain/ Reinforced concrete abutment, wing wall /return wall with 110 mm outer dia PVC pipe at 2Kg/sqm, fixing in position using addesive with necessory collar and clamp extending through the full width of the structure with slope of 1V:20H towards drawing force as per drawing including cost of all materials, glue,labour,transportation,lead,lift,loading, hire charges of machinery and all other incidental charges etc.,unloading complete in accordance with MoRT&H Technical Specification Clause 2706 & 2200 and as directed by the Engineer incharge of the work.

Providing drainage spouts using 100mm dia GI pipe 1 m long and 260x260mm MS grating as per drawing fabricating fixing in position , painting with anti corrosssive or bituminous paint, including cost of all materials , labour, lead, lifts, hire charges of machinery, transportation and all other incidental charges etc., and as directed by the Engineer incharge of the work.

Providing and laying of a reinforced cement concrete NP-3 pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-2015, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt as per approved drawings including cost of all materials, labour, loading, unloading, lead, lift, transporting,hire charges of machinery and all other incidental charges etc., complete and as directed by the Engineer incharge of the work. (i) Single row for one utility service

Providing and applying Tack Coat as per Table 500-5 on prepared surface using VG-10 grade paving Bitumen complying with IS.73-2013 of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying by Bitumen Pressure Distributor, including cost of all materials, labour, hire charges of machinery, loading, unloading, including all lead and lift, stacking, hire charges of machinery, transportation and all other incidental charges etc complete, including the lead for Bitumen.,in accordance with MoRT&H Technical Specification Clause 503 and as directed by the Engineer incharge of the work. . I-A: On Black Topped surface @ 2Kg/10Sqm

Providing and Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150mm thick, using 20 mm Granite/Balast/Trap metal & clean seived approved sand having 50 mm projection beyond kerb stone, kerb stone laid with kerd laying machine, foundation concrete laid manually, all complete as per drawings, formwork, curing, including cost of all materials, labour, hire charges of machinery, loading, unloading, lead and lift, transporting and all other incidental charges etc., complete. in accordance with MORT&H Technical Specification Clause 409 and as directed by the Engineer incharge of the work.

Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structure, spread,sloped, graded and compacted by plate compactor, including cost of all materials labour hire charges of machineries loading unloading with all lead and lift and all other incidental charges etc.,complete in accordance with MORT&H Technical Specification Clause 408 and as directed by the Engineer incharge of the work.

Providing and laying heavy duty Cobble Stones 60mm thick interlock pavers, using cement and coarse sand for manufacture of blocks of approved size, shape & colour with a minimum compressive strength of 35N/sqmm over 50mm thick sand bed (average thickness) and compacting with plate vibrator having 3 tonnes compaction force there by forcing part of sand underneath to come up in between joints, finally compaction of paver surface joints into its final level, including cost of materials, lead & lifts, hire charges of machineries, loading, unloading, labour & HOM of machineries and all other incidental charges etc., complete as per specifications and as directed by the Engineer incharge of the work.

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces,including cost of all materials,labour,loading,unloading,lead,lift,transporting, and all other incidental charges etc.,complete in accordance with MORT &H Technical Specification Clause 803 and as directed by the Engineer incharge of the work. .

Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resins and glass reflcetorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of mentiones area of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250gms/sqmtr allowing cooling to ambient pavement temperatutre, that shall produce an adherent pavement marking of minimum specified thickness including barricading for traffic diversion as per IRC:35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for traffic diversion, traffic control including cost of all materials, labour, loading, unloading, lead, lift, transporting all other incidental charges etc., complete. in accordance with MoRT&H Technical Specification Clause 803 and as directed by the Engineer incharge of the work. . a) 5.50 kg per Sqm 2.5 mm thick

Providing and fixing Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC : 8- 1980 and IRC:26, excavation and fixing in position in M-15 concrete, plastering the exposed faces with CM 1:2, painting & printing letters, necessary reinforcements etc., including cost of all materials, labour,loading unloading lead lift transporting all other incidental charges etc.,complete in accordance with MoRT&H Technical Specification Clause 805 and as directed by the Engineer incharge of the work. . a) 5th kilometre stone

Providing and fixing Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC : 8- 1980 and IRC:26, excavation and fixing in position in M-15 concrete, plastering the exposed faces with CM 1:2, painting & printing letters, necessary reinforcements etc., including cost of all materials, labour,loading unloading lead lift transporting all other incidental charges etc.,complete in accordance with MoRT&H Technical Specification Clause 805 and as directed by the Engineer incharge of the work. . b) Ordinary kilometer stone

Providing and fixing Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC : 8- 1980 and IRC:26, excavation and fixing in position in M-15 concrete, plastering the exposed faces with CM 1:2, painting & printing letters, necessary reinforcements etc., including cost of all materials, labour,loading unloading lead lift transporting all other incidental charges etc.,complete in accordance with MoRT&H Technical Specification Clause 805 and as directed by the Engineer incharge of the work. . c)Hectometer stone

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 including lettering fixed over aluminium sheeting, 2 mm or aluminium composite panel 4 mm thick firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface with black and white paint to poles 30cm alternate as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transportation, all other incidental charges etc., complete. reflectivity warrenty as per IRC:67-2012 in accordance with MoRT&H Technical Specification Clause 801 and as directed by the Engineer incharge of the work. B) supported on a class B GI pipe 80 mm outer dia, 3.50 mtrs hight (min. effective hight 1.90 mtrs) made of Micro Prismatic retro reflecting type XI sheeting, as per table a) 90 cm equilateral triangle

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 including lettering fixed over aluminium sheeting, 2 mm or aluminium composite panel 4 mm thick firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface with black and white paint to poles 30cm alternate as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transportation, all other incidental charges etc., complete. reflectivity warrenty as per IRC:67-2012 in accordance with MoRT&H Technical Specification Clause 801 and as directed by the Engineer incharge of the work. B) supported on a class B GI pipe 80 mm outer dia, 3.50 mtrs hight (min. effective hight 1.90 mtrs) made of Micro Prismatic retro reflecting type XI sheeting, as per table b) 60 cm circular

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 including lettering fixed over aluminium sheeting, 2 mm or aluminium composite panel 4 mm thick firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface with black and white paint to poles 30cm alternate as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transportation, all other incidental charges etc., complete. reflectivity warrenty as per IRC:67-2012 in accordance with MoRT&H Technical Specification Clause 801 and as directed by the Engineer incharge of the work. B) supported on a class B GI pipe 80 mm outer dia, 3.50 mtrs hight (min. effective hight 1.90 mtrs) made of Micro Prismatic retro reflecting type XI sheeting, as per table c) 80 cm x 60 cm rectangular

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 including lettering fixed over aluminium sheeting, 2 mm or aluminium composite panel 4 mm thick firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface with black and white paint to poles 30cm alternate as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transportation, all other incidental charges etc., complete. reflectivity warrenty as per IRC:67-2012 in accordance with MoRT&H Technical Specification Clause 801 and as directed by the Engineer incharge of the work. B) supported on a class B GI pipe 80 mm outer dia, 3.50 mtrs hight (min. effective hight 1.90 mtrs) made of Micro Prismatic retro reflecting type XI sheeting, as per table d) 60 cm x 45 cm rectangular

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67- 2012 fixed over aluminium sheeting, 2 mm or aluminium composite panel 4 mm thick with area not exceeding 0.9 sqm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm, 60cm below ground level as per approved drawing. The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transportation and all other incidental charges etc., complete. reflectivity warrenty as per IRC:67-2012 in accordance with MoRT&H Technical Specification Clause 801 and as directed by the Engineer incharge of the work.

Printing new letters and figures of any shades with synthetic enamel paint black or any other approved colour to give an even shade, including cost of all amterials, labour, loading, unloading, lead, lift, transporting all other incidental charges etc., complete and as directed by the Engineer incharge of the work.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67-2001 made of high intensity grademicro prismatic HIP type IV sheeting,fixed over aluminium sheeting,2mm thick with area exceeding 0.9 sqm firmly fixed to the groundby means of properly designed foundation with M15 grade cement concrete 45x45x60cm,60cm below ground level as per approved drawing,the item includes earthwork excavation,cement concrete M15 grade,2coats of approved colour synthetic enamel painting to the steel surface,as per clauses,including curing,cost of all materials,labour,loading,unloading,lead,lift,transporting all other incidental charges etc., complete. in accordance with MoRT&H Technical Specification Clause 801 and as directed by the Engineer incharge of the work.

Providing and fixing of road stud 100 x 100 mm, die cast in aluminium resistance to corrosive effect of salt and grit, fitted with lense reflectors installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 including cost of all materials labour loading unloading lead lift tranportation and all other incidental charges etc.,complete in accordance with MoRT&H Technical Specification and as directed by the Engineer incharge of the work.

Furnishing and Laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering including all lead, lifts, all labour, hire charges of all machineries, tranportation and all other incidental charges etc., complete in accordance with MoRT&H Technical Specification Clause 307 and as directed by the Engineer incharge of the work.

Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67-2001 fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transportation, hire charges of machineries and all other incidental charges etc., complete. reflectivity warrenty as per IRC:67-2012 complete. in accordance with MoRT&H Technical Specification and as directed by the Engineer incharge of the work. A) supported on 2 Nos. of class B GI pipe 80 mm outer dia, of length 3.50 Mtrs made of high intensity grade Micro Prismatic type IV sheeting, as per table 6.6.

Providing and erecting Mild steel angle 75x75x6 mm conforming to IS-808, wherever necessary as per drawing including cost of all materials, including all lead, lifts, all labour, hire charges of all machineries, tranportation and all other incidental charges, etc., complete lead for steel in accordance with MoRT&H Technical Specification as directed by the Engineer incharge of the work

Manufacturing,Supply and installation of Retro- reflective Hazard Marker signbaords made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2012 & ASTM D 4956-09 specification & fixed over 4 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on round pipe post of 1.5 Meters height and gouted 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts,Loading and all other incidental charges necessary for satisfactory completion of the work as directed by engineer incharge.

Providing and laying Plain/Reinforced Cement Concrete M20[1:1.5:3] for street light using granite/trap/basalt aggrgates using 20mm and downsize and clean sieved approved fine aggregate or double washed crushed sand including mixing mechanically in concrete mixer laid in layers not exceeding 15cms thick layers, as per drawing including cost of all materials,formwork,centring,vibrating,compacting,hire charges of machinery,lead,lift,loading,unloading,transporting,stacking,curing,finishing the exposed faces and all other incidental charges,etc., complete except lead for cement. in accordance with MORT&H Technical specification Clause 1500,1700 & 2200 and as directed by the Engineer incharge of the work.

Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9m high spaced 40m apart, 1.8m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp 70 Watts and fixed firmly in concrete foundation including cost of all materials, labour, loading, unloading, lead,lift, transporting and all other incidental charges,etc., complete and as directed by the Engineer incharge of the work a) on median

Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9m high spaced 40m apart, 1.8m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp 70 Watts and fixed firmly in concrete foundation including cost of all materials, labour, loading, unloading, lead,lift, transporting and all other incidental charges,etc., complete and as directed by the Engineer incharge of the work b) on footpath

Earthwork excavation for foundation structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the approved excavateded material to the extent required and utilising the remaining earth locally for road work including labour, disposal of unserviceable excavated stuff etc., complete with all lead, lifts, loading & unloading and all other incidental charges for successful completion of work accordance with MoRT&H Technical Specification Clause 304 as directed by the Engineer incharge of the work ( For Box Culvert)Depth 3m to 6m

Providing and Laying Plane/Reinforced Cement Concrete M 15(1:2:4) in substructure/superstructure upto 5 mts. using granite/basalt/trap aggregate 20 mm & down size, clean seived approved sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cm thick layers, as per drawing including cost of all materials , formwork,centring,vibrating,compacting, hire charges of machinery,lead,lift, loading,unloading,trnsporting,stacking, curing, finishing the exposed faces and all other incidental charges,etc., complete including the lead for cement. in accordance with MoRT&H Technical specification Clause 1500, 1700, 2200. as directed by the Engineer incharge of the work ( For Box Culvert)

Providing & laying PCC / RCC M30 mix in substructure as per drawing using granite/trap/basalt aggregates of 40/20 mm and down size and clean sieved approved fine agrigate or double washed crushed metal sand, form work, scaffolding, mixing mechanically, laid in layers of 15cms thick in each layer,well compacted, centering, vibrating, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, curing, finishing the exposed faces including all other incidental charges,etc., complete including lead for cement. as directed by the Engineer incharge of the work ( For Box Culvert)

Providing TMT steel bar reinforcement conforming to IS-1786, FE-500 grade designation as per table 1000-3 including srtaightening bar cutting, bending, hooking,binding with approved quality binding wire after placing in position,tieing lapping and / or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing(laps,hooks & wastages shall not be measured and paid) including cost of all materials, bar bending charges, labour,lifts, loading, unloading, transportationand including all other incidental charges etc., complete including lead for steel in accordance with MoRT&H Technical Specification Clause 1600 as directed by the Engineer incharge of the work ( For Box Culvert)

Providing weep holes in Brick masonary/Plain/ Reinforced concrete abutment, wing wall /return wall with 110 mm outer dia PVC pipe at 2Kg/sqm, fixing in position in CM 1:3 with necessary collar and clamp extending through the full width of the structure with slope of 1V:20H towards drawing force as per drawing including cost of all materials, glue,labour,transportation,lead,lift,loading etc.,unloading including all other incidental charges., complete in accordance with MoRT&H Technical Specification Clause 2706 & 2200 as directed by the Engineer incharge of the work ( For Box Culvert)

Providing Drainage Spout using 100mm dia G.I Pipes 1m long and (260X260)mm M.S.Grating as per drawing, fabricating, fixing in position, painting with anti-corrosive/bituminous paint incuding cost of all materials, labour, lead, lifts, ,transportation, loading, unloading and all other incidental charges etc., complete as directed by the Engineer incharge of the work ( For Box Culvert)

Providing & laying Plain / Reinforced Cement Concrete M 20 (1:1.5:3) in substructure for Abutment / Pier Cap using granite/trap/basalt aggregates using 20mm and downsize and clean sieved approved fine agrigate or double washed crushed metal sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing including cost of all materials, formwork, centring, vibrating , compacting, hire charges of machinery, labour, lead, lifts, ,transportation, loading, unloading, stacking, curing, finishing the exposed faces and all other incidental charges etc., complete as directed by the Engineer incharge of the work ( For Box Culvert)

Providing TMT steel bar reinforcement conforming to IS-1786, FE-500 grade designation as per table 1000-3 including srtaightening bar cutting, bending, hooking,binding with approved quality binding wire after placing in position,tieing lapping and / or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing(laps,hooks & wastages shall not be measured and paid) including cost of all materials, bar bending charges, labour,lifts,,transportation, loading,unloading, and all other incidental charges etc., complete except lead for steel in accordance with MoRT&H Technical Specification Clause 1600. as directed by the Engineer incharge of the work ( For Box Culvert)

Providing and laying Filter material as per table 300-3 underneath pitching in slopes complete as per drawing, including cost of all materials, labour, loading, unloading, lead, lift, transporting, hire charges of machinery and all other incidental charge etc., complete. omplete As per MoRT &H Technical Specification Clause 2504 as directed by the Engineer incharge of the work ( For Box Culvert)

Providing and laying Pitching on Slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing, including cost of all materials, labour, loading, unloading, lead and lift, transporting, hire charges of machinery and all other incidental charge etc., complete. in accordance with MoRT&H Technical Specification Clause 2504as directed by the Engineer incharge of the work ( For Box Culvert)

Providing and laying boulders laid dry without wire crates for Apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing,including cost of all aterials,labour,loading,unloading,lead,lift,transporting, hire charges of machinery and all other incidental charge etc.,complete in accordance with MORT&H Technical Specification Clause 2503 as directed by the Engineer incharge of the work ( For Box Culvert)

Providing and laying of Boulder Apron Laid in Wire Crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each complete as per drawing, including cost of all materials, labour, loading, unloading, lead, lift, transporting,hire charges of machinery and all other incidental charge etc., complete as directed by the Engineer incharge of the work ( For Box Culvert)

Earthwork excavation for roadwork in all types of soil by mechanical means with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections,and transporting to the embankment location, unloading, with all lifts and lead, loading and unloading, including all labour, hire charges of all machineries and all other incidental charge etc., complete in accordance with MORT &H Technical Specification Clause 301 and as directed by the Engineer incharge of the work ( For Major junction improvement)

Construction of Subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, tranporting to site, spreading, grading to required slope and compacted to meet requirement of table No 300-2 in layers not exceeding 250mm thick and compacting by mechanical means after adding water to its OMC, so as to acheive 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., spreading by Dozer, grading by motor grader, consolidation by vibratory road roller and carriage by tipper complete with a lead , all lifts, loading, unloading, hire charges of machinery, transportation and all other incidental charge etc., complete in accordance with MoRT&H Technical Specification Clause 305 and as directed by the Engineer incharge of the work ( For Major junction improvement)

Construction of Granular Sub - base by providing, laying, spreading and compacting of Coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixingin place method with vibratory roller 8-10 tonne to acheive the desired density of 98% including protection of edges of GSB layer, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintanance of diversion road, loading & unloading, all lead and lift, transportation and all other incidental charge etc., complete in accordance with MoRT&H Technical Specification Clause 401 and as directed by the Engineer incharge of the work ( For Major junction improvement)

Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-3,mixing in a Wet mix plant plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper to paver, laid over a sensor paver finisher to the required grade, level and alignment, compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintanance of diversion road, loading & unloading, all lead and lift, transportation and all other incidental charge etc., complete with all lead of mixed material. complete in accordance with MoRT&H Technical Specification Clause 406. (As per item 4.12 (B) of NHSR 2018-2019 Bengaluru Circle Schedule page 30 )

Providing and applying bituminous primer coat with slow setting bitumen emulsion (SS1) complying with IS : 8887 of approved quality and make on prepared surface of granular subbase such as WBM,WMM including cleaning of road surface by mechanical broom & dusting by air compressor, and spraying using bitumen pressure distributor, uniformly at the rate of 0.80kg/sqm as per Table 500-3 including cost of all materials,labour, hire charges of machinery, loading,unloading, transportation and all other incidental charge etc., in accordance with MoRT&H Technical Specification Clause 502. including the lead for emulsion and as directed by the Engineer incharge of the work ( For Major junction improvement)

Providing and applying bituminous tack coat as per Table 500-2 on prepared surface using Rapid setting Bituminous Emulsion complying with IS 8887 of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by air compressor, and spraying by Bitumen Pressure Distributor, including cost of all materials, labour, hire charges of machinery, loading, unloading stacking, transportation and all other incidental charge etc complete,in accordance with MoRT&H Technical Specification Clause 503. included lead for Emulsion. I-B: On Granular Base such as WBM & WMM surface treated with primer/ over BT Surface (Dry/Hungry) @ min 2.5kg/10Sqm and as directed by the Engineer incharge of the work ( For Major junction improvement)

Providing and laying Dense Bituminous Macadam using crushed aggregatesas per Table 500-10 of specified gradied aggregates and filler (Cement) @ 2% by weight of aggregates, premixed with bituminous binder 60/70 grade (VG-30) in Batch/Hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level, alignment,rolling with smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8tnnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead ,lift, loading , unloading,stacking,transportation and all other incidental charge etc complete, including the lead for bitumen, with a lead , including cost of primer/tack coat complete in accordance with MoRT&H Technical Specification Clause 507.Using 100-120 TPH Batch mix plant of Grading 2 with 4.50% Bitumen and as directed by the Engineer incharge of the work ( For Major junction improvement)

Providing and applying tack coat as per Table 500-5 on prepared surface using VG-10 Grade paving Bitumen complying with IS 73-2013 and as per IRC 22 of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by air compressor, and spraying by Bitumen Pressure Distributor, including cost of all materials, labour, hire charges of machinery, loading, unloading stacking,transportation and all other incidental charge etc complete,in accordance with MoRT&H Technical Specification Clause 503. include lead for Emulsion. I-A: On Black Topped surface @ 2Kg/10Sqm as directed by the Engineer incharge of the work ( For Major junction improvement)

Providing and laying Bituminous Concrete using crushed stone aggregatesas per Table 500-17 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates, premixed with bituminous binder VG-30 Grade paving bitumen as per clause 504.2.1 complying with IS 73/IS15462 (IRS SP53) in Batch/Hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level, alignment,rolling with smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8tnnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead ,lift, loading , unloading,stacking,transporting and all other incidental charge etc complete, including the lead for bitumen, with all lead of mixed material, as per MoRT&H Technical Specification Clause 507. (A) Using 100-120 TPH Batch mix plant (ii) 50 to 75mm compacted thickness (Grading -1) with 5.20% Bitumen(As per item 5.05 (A iia) of NHSR 2018-2019 Bengaluru Circle Schedule page 41 )

Providing and Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150mm thick, using 20 mm Granite/Balast/Trap metal & clean seived approved sand having 50 mm projection beyond kerb stone, kerb stone laid with kerd laying machine, foundation concrete laid manually, all complete as per drawings, formwork, curing, including cost of all materials, labour, hire charges of machinery, loading, unloading, lead and lift, transportation and all other incidental charge etc., complete. in accordance with MORT&H Technical Specification Clause 409 and as directed by the Engineer incharge of the work ( For Major junction improvement)

Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structure, spread,sloped, graded and compacted by plate compactor, including cost of all materials labour hire charges of machineries loading unloading with all lead and lift, transportation and all other incidental charge etc.,complete in accordance with MORT&H Technical Specification Clause 408 and as directed by the Engineer incharge of the work ( For Major junction improvement)

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces,including cost of all materials,labour,loading,unloading,lead,lift, transportation and all other incidental charge etc.,complete in accordance with MORT &H Technical Specification Clause 803 and as directed by the Engineer incharge of the work ( For Major junction improvement)

Fabrication, supplying and erection, testing and commissioning of 20 Mtrs Polygon high mast with single / Multiple telescopic sections having (minimum overlap distanace of 1.5 times of top section) thickness as per BSEN 10025 grade S 355 JO/ASTM 572-50 steel plate for shaft, suitable to withstand a wind velocity of 47 m/sec as per IS 875 part 3 (as per GA Drawing) Base plate as per IS 2062/ASTM A572-50. with door opening arrangements, including suitable The mast shall be galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 single L-seam joint. The mast shall be 2 way head frame with die cast LM-6 pulleys, stainless steel axle, phosphorus Bronze bearing bush pressfitted with separate guidees for 2 runs of 5mm dia, stainless steel wire rope of AISI 304 grade 7/19-core (Factor of safety as per TR No-7) 2.5 sqcm EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having locking arrangement. The mast shall have power tool operating on 230/415V, 50Hz, 1/3 phases reversible geared motor. The mast shall have lantern of 2 segments, suitable dia with mas load carrying capacity as per IS 1239. The mast shall be erected on existing RCC footing. The mast shall be supplied with 3mm thick template, lighting arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin lamps fitting with wiring, including all lead,lift, labour,loading, unloading, trasportation, hire charges of machineries and all other incidental charge etc., complete. (excluding foundation) as per technical data and as directed by the Engineer incharge of the work (20Mtrs - Top 150mm and bottom 460 mm dia )

Design casting of suitable foundation for the high mast considering the safe SBC at the site of 10T/Sq.mtrat a depth of 2Mtr, including cost of material, all lead, lift, labour, loading, unloading, trasportation, hire charges of machineries and all other incidental charge etc., complete as per the technical specificationand as directed by the Engineer incharge of the work

Supplying of LED Floodlight with 240W System Power consumption pressure die cast aluminum housing with powder coating with IP 65 protection. 1, 200-275V voltage with electronic Driver, PF>0.9, should meet ANSI 2G Vibration test, Compliance to UL/CE with Class I. System rating shall be 50K hrs. @ Lumen maintenance of 70%, system efficacy > 80lm/w. Over load & Short circuit protection ensures reliable operation in spite of problem in output side. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with 150 W System Power consumption. LED Efficiency>130lm/w at 1W & Fixture Efficiency >80lm/w with nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 5 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer and including all lead,lift, labour, loading, unloading, trasportation, hire charges of machineries and all other incidental charge etc., complete and as directed by the Engineer incharge of the work

Fixing halogen/metal hallide/SVL/IL/LED flood light fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires, including all lead,lift, labour, loading, unloading, trasportation, hire charges of machineries and all other incidental charge etc., complete and as directed by the Engineer incharge of the work

Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipments on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proprotion of salt and charcoal 150mm alround the pipe to complete depth. The connection from the pipe to the conduit etc, is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and checknuts etc, the pipe shall have 16 through holes of 122 mm dia and including cost of all materials, all lead,lift, labour, loading, unloading, trasportation, hire charges of machineries and all other incidental charge etc., complete. and as directed by the Engineer incharge of the work

Supply and fixing of 4Pole Power Contactor With No/NC Contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring, including cost of all materials, all lead,lift, labour, loading, unloading, trasportation, hire charges of machineries and all other incidental charge etc., complete etc., complete with AC-3 Rating and as per IS-13947. 125Amps And as directed by the Engineer incharge of the work

Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low conductor resistance confirming to table 3class 5of IS:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100Volts with specified IS-694:1990 & confirming to the attached GTP of GROUP-A 3C x 4.0Sqmm and including cost of all materials, all lead,lift, labour,loading, unloading, trasportation, hire charges of machineries and all other incidental charge etc., complete. And as directed by the Engineer incharge of the work

Supplying of 1.1 KV LT UG cable having aluminium conductor PVC insulated, extruded inner sheathed, galvanised, steel strip (except 2Cx 10Sq.mm wire armoured ) Confirming to IS-3975:1990 ( No. of Strip indicated in GTP) & extruded PVC outer sheated armoured cable with specified IS-1554 Part-1:1998 & confirming to the attached GTP of GROUP-A 4 core 16 sqmm and including all lead,lift, labour, loading, unloading, trasportation, hire charges of machineries and all other incidental charge etc., complete . And as directed by the Engineer incharge of the work

Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required. In existing trench/duct. 6 sqmm to 16 sqmm and including all lead,lift, labour,loading, unloading, trasportation and all other incidental charge etc., complete. And as directed by the Engineer incharge of the work

Digging of trench of 0.6m deep x 0.50 mtr wide refiling the trench to the required ground level and consolidating In soil (ordinary), including all lead,lift, labour, loading, unloading and all other incidental charge etc., complete. And as directed by the Engineer incharge of the work

Supplying, fixing and wiring electronic Trivector meter (ETV) 5 to 32/63 Amps three phase 4 wire whole current class-1 class-1 Accuracy Engergy Meter including cost of material, all lead,lift, labour,loading, unloading, trasportation and all other incidental charge etc., complete. And as directed by the Engineer incharge of the work

Supplying and fixing of class A (medium duty) GI pipe of wall thick ness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1 KV class 40 mm Dia and including all lead, lift, labour, loading, unloading, trasportation and all other incidental charge etc., complete . And as directed by the Engineer incharge of the work

Supplying and fixing L.T. cast Iron pot heads suitable for 1.1 KV class UG cable filled with necessary bituumen/insulating compound complete with terminals, clamps, bolts, nuts and washers 16 Sqmm and including all lead,lift, labour,loading, unloading, trasportation and all other incidental charge etc., complete. And as directed by the Engineer incharge of the work

Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers and including all lead,lift, labour,loading, unloading, trasportation and all other incidental charge etc., complete. And as directed by the Engineer incharge of the work

Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with suitable approved colour powder coated paint 16 SWG and including all lead,lift, labour,loading, unloading, trasportation and all other incidental charge etc., complete. And as directed by the Engineer incharge of the work

Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint 40x40x6 mm and including all lead,lift, labour,loading, unloading, trasportation and all other incidental charge etc., complete. And as directed by the Engineer incharge of the work

Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 40 Amps TPN and including cost of all materials, all lead,lift, labour,loading, unloading, trasportation and all other incidental charge etc., complete. And as directed by the Engineer incharge of the work

Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 63 Amps and including cost of all materials, all lead,lift, labour,loading, unloading, trasportation and all other incidental charge etc., complete. And as directed by the Engineer incharge of the work

Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. GI strip 25x3mm and including all lead,lift, labour,loading, unloading, trasportation and all other incidental charge etc., complete. And as directed by the Engineer incharge of the work

Hire charges for step ladder mounted on moving vehicle up to 10mtrs height with extendable facility inclusive of vehicle fuel & driver as applicable and incliding all lead,lift, labour,loading, unloading, trasportation, hire charges of machineries and all other incidental charge etc., complete. And as directed by the Engineer incharge of the work

BALAJIKRUPA PROJECTS PRIVATE LIMITED

C H V N REDDY