Providing Four lane road from PWD guest house to NH-65 in Humnabad Town of Bidar District

Amount

Road Works

Clearing and Grubbing Road Land : Clearing and grubbing road land by Mechanical Means In area of light jungle 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, up to a lead of including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, hire charges of all machineries etc., including all incidental charges complete & as directed by the engineer incharge of the work.

Excavation in Soil: 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 lead including all labour, hire charges of all machineries etc., including all incidental charges complete & as directed by the engineer incharge of the work.

Compacting Original Ground: Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, grading by motor grader, consolidation by vibratory road roller with desired field density not less than 97% of maximum dry density, all labour, hire charges of all machineries etc., complete.

Construction of Embankment with Material Deposited from Roadway Cutting: Construction of embankment with approved materials 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 250 mm 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 etc., including all incidental charges complete & as directed by the engineer incharge of the work.

Granular Sub-Base with Close Graded Material (Table:- 400-1& 400-2): Plant Mix Method: Construction of Granular sub-base by providing laying, spreading and compacting of close graded Grading-II Material , 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 etc., inluding all incidental charges complete with lead of mixed material. (Compacted Thickness) & as directed by the engineer incharge of the work.

Wet Mix Macadam: Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-12&13, 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 with Mechanical 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, maintenance of diversion road, loading & unloading, all lead and lift etc., including all incidental charges complete with all lead for mixed material. (Compacted Thickness) & as directed by the engineer incharge of the work.

Prime Coat Providing and applying primer coat with slow setting bitumen emulsion (SS-I) emulsion complying with IS: 8887 of approved quality and make on prepared surface of granular Base such as WBM, WMM @ 0.80Kg/sqm including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying using Bitumen Pressure Distributor, uniformly at the rate as per Table 500-1, including cost of all materials, labour, hire charges of machinery, loading, unloading etc., including all incidental charges complete. including lead for emulsion & as directed by the engineer incharge of the work.

Tack Coat Using 80/100 grade Bitumen (VG-10): Providing and applying Tack Coat as per Table 500-5 On Granular surfaces Treated with primer at 2.5kg/10 sqm using 80/100 (VG-10) grade bitumen complying with IS:73 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, etc., complete including all incidental charges. including lead for Bitumen & as directed by the engineer incharge of the work.

Dense Graded Bituminous Macadam: Providing and laying Dense Graded Bituminous Macadam using crushed aggregates of 26.50mm nominal size as per table 500-8,9,10 of Grading-II aggregates and filler (Cement) @ 2% by weight of aggregates, premixed with bituminous binder 60/70 Grade (VG-30) @ 4.50% in Hot mix plant of 40-60 TPH capacity , loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with Mechanical Paver Finisher 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, labours, hire charges of machinery, all lead, lifts, loading, unloading, stacking, transporting etc., including all incidental charges complete, including all lead for Bitumen, with all lead for mixed material excluding cost of primer/tack coat. (Compacted thickness). As directed by the engineer incharge of the work.

Bituminous Concrete: Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-16, 17 of Grading-II (13.20 mm nominal size) aggregates and filler (Cement) @ 2% by weight of aggregates premixed with VG-40 Bitumen at 5.40% in Batch mix plant of 100-120 TPH capacity, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with Paver Finisher hydrostatic 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 etc., including all incidental charges complete, including lead for Bitumen & cement with a lead of mixed material excluding cost of primer/tack coat. (Compacted thickness) & as directed by the engineer incharge of the work.

Painting the Road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resings and glass reflcetorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of 5kg/sqmtr 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 of 2.5mm 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 etc., including all incidental charges complete.& as directed by the engineer incharge of the work.

Direction and Place Identification Signs providing and erecting Direction and Place Indentification retro-reflectorised sign as per IRC:67-2001 made of high intensity grade micro prismatic HIP type IV sheeting, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete, 45x45x60 cm, 60cms below ground level as per approved drawing. The item includes earth work excavation, cement concrete M-15 grade, two 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, transporting, including all incidental charges etc. complete & as directed by the Engineer incharge of the work. Supported on class B GI pipe 80mm dia, 3.5mtrs long.

Retro-Reflectorised Traffic Signs: Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 - 2001 made of high intensity grade micro prismatic HIP type IV sheeting, fixed over aluminium sheeting, 2 mm thick supported on a class B GI pipe 80 mm dia,3.50 m long long 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, transporting etc., including all incidental charges complete & As directed by the engineer incharge of the work.

Rectro Reflctorised Traffic Signs(90cm equilateral triangle)

Rectro Reflctorised Traffic Signs(60 cms circular)

Direction & Place identification Sign Boards rectangular 80cmx60cm

ROAD Studs with Lense Reflector: Providing and fixing of road stud 100 x 100 mm, dia cast in aluminium, resistant 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, transporting etc., including all incidental charges complete & As directed by the engineer incharge of the work.

Providing, Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 as per drawings including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete.

Providing and fixing pre cast solid cement concrete kerb stones made out of C.C. 1:2:4 with top and bottom width 114 and 165 mm respectively, 400mm high and 450mm in length finished with CM 1:3 plastering and finishing cutting, including form work, curing, including cost of all materials, labour, hire charges of machinery, loading, unloading, lead and lift, transportation etc., complete.

Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped, graded and compacted by plate compactor, including cost of all materials, labour, hire charges of machinery, loading, unloading with all lead and lift etc., complete with all lead for gravel. (Compacted Thickness)

KSRB 14.6: Providing and laying 75mm thick heavy duty cobble stones interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between JOints, final compaction of paver surface JOints into its final level, including cost of materials, labour and HOM complete as per specifications.

Painting Two Coats on New Concrete Surfaces 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 etc., complete.

Project display Board of size 1.80mx1.60m and 2.80 from gorund level: Providing and errecting project display board of size 1.80m vertical x 1.60m Horizontal made of cold rolled coil sheet 16 guage (1.6mm thickness) sheeting strenthened by welding to MS angle of size 35x35x5mm iron frame work on all sides, extra cross vertical angle fixed using nuts and bolts, base of the board shall be cleaned, applying red oxied and black paint by sprayer on both sides of the board and MS iron frame works, back ground of the facing side of the board painted in traffic yellow, project information written in English/ kannada/Hindi painting letters and numerals in balck, fixed on a mild angle iron post 75x75x6mm, 2 Nos firmly fixed to the ground by means properly designed foundation with M-15 grade cement concreate 45cms X 45cmsX 60cms, 60cms below ground level & the Board 2.80mtr from ground level (2Nos of 3.80 mtrs over all length each ) as per approved Drawing including necessary cost of letterings, labour, higher Charges of machinerries, transportation loading & un loding etc., including all incidental charges complete & As directed by the engineer incharge of the work.

Box Culvert

Earth work excavation for foundation structures in ordinary soil by mechanical Means using Hydraulic excavator 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, spreding etc., including all incidental charges complete & as directed by the engineer incharge of the work.

Providing & laying Plain Cement Concrete M-15 grade in Open foundation using 40mm and down size granite/trap/basalt aggregates and clean sieved approved sand including mixing mechanically, 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 etc., complete except lead for cement. (excluding cost of steel and fabrication charges)

Providing & laying RCC M-25 grade mix in substructure as per drawing using granite/trap/basalt aggregates of 20 mm and down size and clean sieved approved 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 etc., complete except lead for cement.

MoSRTH 1600& 2200: Providing TMT steel bar reinforcement conforming to IS-1786, FE-500 Grade designation in substructure including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tieing, lapping and / or welding whereever required and anchoring to the adjoining members whereever necessary as per drawing (pas, hooks and wastages shall not be measured and paid) including cost of all materials, bar bending charges, labour, all lead & lifts etc., complete.

MoSRT & H 2700: Providing Plain cement concrete M-15 ordinary grade Levelling Course below approach slab using 40mm and down size granite/trap/basalt coarse aggregates and clean sieved approved sand mechanically mixed, laying, vibrating, curing, cost of all materials, labour, loading, unloading, lead, lift, hire charges of machinery etc., complete except lead for cement .

MoSRT & H 1500,1600, 1700 & 2704: Providing and laying Reinforced Cement Concrete Approach Slab, using M-30 grade as per drawing using 20mm and down size granite/trap/basalt coarse aggregates and clean sieved approved sand mechanically mixed by Batch mix palnt, fabrication of reinforcements including cost of all materials, labour, steel, fabrication charges, formwork, curing, loading, unloading, lead, lift, etc., complete including all lead for cement and Steel.

MoSRT & H 2706 & 2200 Providing Weep Holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia PVC pipe, fixing in position in C.M. 1:3 with 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, labour, transporation,lead, lift, loading, unloading etc., complete .

MoSRT & H 2705: Providing Drainage Spouts using 100mm dia G.I. Pipe one metre long & (260 x 260) mm M.S.grating as per drawing, fabricating, fixing in position, painting with anti-corrosive/bituminous paint, including cost of all materials, labour, lead, lifts etc., complete.

MoSRT&H 710.1.4.of IRC:78 & 2200: Providing and laying of Filter media with stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. 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 including cost of materials, labour, watering, transporting,all lead, lift, loading, unloading etc., complete.

Providing and laying 25 mm thick mastic asphalt wearing course with 60/70 Grade (VG-30) bitumen meeting the requirements given in table 500-39, 500-40, 500-41 coarse aggregate, fine aggregate and lime stone dust as filler, prepared by using mastic cooker and laid to required level and slope after cleaning the surface with Mechanical broom & dusting with Air compresor, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum/10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surface is not less than 100 Degrees, protruding 1 mm to 4 mm over mastic surface, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting, etc complete, except lead for Bitumen.

MoSRT&H 811 . Reinforced Cement Concrete Crash Barrier Providing and fixing at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with TMT reinforcement conforming to IRC:21, dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MoSRT&H Circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified including earthwork, Cement Concrete, cost of all materials, including cost of steel, labour, loading, unloading, lead, lift, transporting etc., complete.

RCC Drain

Earth work excavation for foundation structures in ordinary soil 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, spreding etc., including all incidental charges complete by Mechanical Means using Hydraulic excavator & as directed by the engineer incharge of the work.

Providing and laying plain cement concrete 1:3:6 mix with Granite / basalt / trap crushed stone aggregate 40 mm nominal size, clean sieved approved 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 etc., complete except lead for cement.

Providing and laying Reinforced Cement Concrete M 15(1:2:4) in Open foundation, substructure and superstructure using granite/trap/basalt aggregates of 20mm and downsize and clean sieved approved sand including mixing mechanicaloly in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing including cost of all materials, formwork, centering, vibrating, compacting, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc. complete including lead for cement. (excluding cost of steel and fabrication charges)

Providing T.M.T.Steel bar reinforcement conforming to IS-1786, FE-500 Grade designation as per table 1000-3 including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tieing, lapping and / or welding whereever required and anchoring to the adjoining members wheereever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) including cost of all materials, bar bending charges, labour, lifts etc., complete except lead for steel.

Shifting of watersupply pipeline

Earth work excavation for pipeline trenches including depositing on bank upto a lead of 10Mtrs. including shoring and strutting, danger lighting and using sight rails and boning rods at every 100.Mtrs. Wherever necessary as directed in the following strata.(PRE SR 19-20 P.No. 7, It. No. 2.2.2.1 ). In ordinary Soil For 110 mm dia PVC Pipeline

Providing murrum or sand bedding for the pipe line including watering and consolidation by punners etc., complete with all lead and lift.

Shifting of 33KV HT Line, 11KV HT Line and LT Line

Part-A

200105-Supplying, Erection ,Loading ,Unloading transportation & including earthwork upto 1.8m depth in Hard soil, RCC Pole 9.00m Long 145 Kg WL With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

200107-Supplying, Erection ,Loading ,Unloading transportation & including earthwork upto 1.8m depth in Hard soil, RCC Pole 9.50m Long 350 Kg WL With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

200621-Supplying, Erection ,Loading ,Unloading transportation & including earthwork upto 1.8m depth in Hard soil.,11 Mtrs. Long Iron pole made of I B , Erection of steel supports 9.0 to 10.00 mtr long such as 22.68 kg(50 lbs) Rail, 27.22 kg (60 Lbs) Rail I Beam of sizes 200x100mm, 175x90 mm, 125x100 mm. Fabricates poles tubular poles in pits of 1.8 mtr Depth, Aligning, Refilling with soil and ramming as Hard Soil

27901206-Supply & Fixing of 11 KV Horizontal Cross arm including fixing of single top support braces and insulators With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

279100-Supply & erection of 11 KV DP Structure with 9mtr RCC Pole including all Hardwares & Earthwork in Hard soil With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

281110-Supply & Fixing Guy set with break insulators making use of 7/3.15mm (7/10SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing including excavation of PIT in Hard soil With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work

281683-Supply & Fixing of Spiral Earth Electrode With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work

283005-Supply & Fixing 11 KV pin insulators with Shell With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.(Shell only)

283040-Supply & fixing of 45KN DISC Insulators With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

283055-Supply & Fixing 11 KV pin insulators with GI pin With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.(G.I Pin only)

284108-Supply & Stringing of Rabbit ACSR Conductor With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

Part-B

200105-Supplying, Erection ,Loading ,Unloading transportation & including earthwork upto 1.8m depth in Hard soil, RCC Pole 9.00m Long 145 Kg WL With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

27911104-Supply & Erection of 9 mtr RCC DP Transformer Structure including Earthwork in Hard soil With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work. (9 Mtr RCC DP Transformer Strct Erection of pole 100 to 250 kVA with 9 mtrs. RCC pole)

281008-8 Supply & Running No 8 SWG GI Wire With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work

281110-7/10 Supply & Running 7/10 SWG Guy wire including all materials With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

2811101-Supply & Fixing of Guy Sets with break insulators making use of 7/3.15mm (7/10SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing including excavation of PIT With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work

2811103, 281674, 600095, 607054-Supply, fixing & wiring of Earth Electrodes for Grounding conduits for IC cutouts & other equipment on the meter board transformer structure using 40mm dia 2.90mm thick GI pipe 2.5m Long buried in a pit , the pit should be filled with equal proportion of salt & charcoal 150mm alround the pipe to complete depth , the connection from the pipe to the conduit complete etc as per GESCOM specification including cost of Earthng material salt, burnt char coal, GI pipe etc., With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

283005-Supply & fixing of 11KV Pin Insulator with Shell With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work. (Shell only)

283040-Suppy & fixing of 45KN DISC Insulators With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

283055-Supply & fixing of 11KV Pin Insulator with GI pins With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.(G.I Pin only)

289029-Supply & Fixing of 50Sqmm PVC insulated Wire for service connection -With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work. (PVC Wire-50 Sq.mm)

289031-Supply & Fixing of 95Sqmm PVC insulated Wire for service connection -With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.(PVC Wire-95 Sq.mm )

300107-Supply & Fixing of CT Cutout 63 A With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

3001154-For 250KVA DTC Double circuit

301107-Supply & Fixing of LT Protection Kit With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

301153- For 100 kVA DTC double circuit Fixing LT Distribution box for 100/ 250 / 500 KVA DTCs (Excluding wiring)

302122-Supply & Fixing of 11 KV Class Solid core HG Fuse unit (1 Set = 3 Nos) ----With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work. (Each set comprises 03 Nos)

303200-Supply & Fixing of Lightning arrestor 9kv ,5KA Metal oxide type With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

304212-Supply Fixing of 11KV 200 A Single Break GOS set including wiring With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

357511-Supply & Fixing of LT Electronic Tri Vector Meter 0.5/1.00 on existing transformer set --- With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

358061-Supply & Fixing of CT ratio 100/5 for 50/63 Transformer center LT Metering Box for Housing ETV meter with CT With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

Part-C

200105-Supplying, Erection ,Loading ,Unloading transportation & including earthwork upto 1.8m depth in Hard soil, RCC Pole 9.00m Long 145 Kg WL With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

27901203-Supply & Fixing of 4 Pin Cross arm with pole clam with insulators and braces fixing With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

2811101-Supply & Fixing Guy set with break insulators making use of 7/3.15mm (7/10SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing including excavation of PIT in Hard soil With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

281683-Supply & Fixing of Spiral Earth Electrode With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

283003-Supply & Fixing 1.1 KV pin insultors with shell With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work. (Shell only)

283053-Supply & Fixing 1.1 KV pin insultors with GI pin With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.(G.I Pin only)

283158-Supply & Fixing of No. 8 Strain Insulators With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.

284105-Supply & Stringing of Weasel ACSR Conductor With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work.(Weasel ACSR Conductor Stringing of conductor wren, squirrel, weasel, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps.)

284816-Three Phase Distribution Box for 5 Connections

284819-1.1KV, LT Aerial Bunched Cable, confirming to IS-14255:1995 XLPE insulation Parameter shall be as below 1. Hot Set Test: a) Elongation under Load: 50% (Max) b) Permanent Elongation After Cooloing: 3% (Max) 2. Thermal Aging in oven: a) Tensile Strength: 16N/mm² (Min) b) Elongation: 375% (Min) 3. Water Absorption Test a) Water absorbed: 0.5mg/cm² (Max) 4. Carbon Black Content shall be ranging from 2% to 3% 3x95+1x70+1x16 Sqmm Street light (Insulated messenger cum Neutral) (3x95+1x70+1x16 street light (I Stringing of 1.1kV grade aerial bunched 3 core cable of XLPE insulation standard aluminum conductor, standard around a weather resistant black XLPE insulated AAA messenger wire 1. (3x95) (for Phase conductor) + (1x70) (insulated messenger neutral) + (1x16))

284826-Supply & Fxing Suspension Clamps -With all lead & lift including hire charges of machinery & as per directions of the Engineer incharge of Work. (Suspension clamp assembly 25 t Erection of Suspension Clamp - 25 to 95 sqmm insulated messenger with bracket)

284829-Tee-connectors- KZ3 95 T-connector KZ3 95

284833-End cap for 50/70 Sq.mm End cap for 50/70 Sqmm

284837-Pre-Insulated lugs-CPTAU for 9 Installation of Preinsulated lugs-CPTAU for 95sqmm

284845-Eye Hook (Flat Type) for fixing clamps

284855-Piercing Connector Suitable for 25 Sqmm - 95 Sqmm AB Cable - Main to Main Connections

Street Light

Civil Works

KSRB 2-2 : Earthwork excavation by manual means for foundation of buildings, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specifications. KSRB 2-2.1: -do- in ordinary soil. No. KBS 2.1(a)

KSRB 4-1.1: Providing and laying in position plain cement concrete of Mix 1:2:4 with OPC @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregates @ 0.459cum machine mixed, concrete laid in layers not exceeding 15 ems. thick, well compacted, in foundation, including cost of all materials, labour, HOM curing complete as per specifications Specification No. KBS 4.1, 4.2

KSRB 4.2.2 Providing and laying in position reinforced cement concrete of Design Mix M20 with OPC@ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 ems thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM curing, complete but excluding cost of reinforcement as per specifications. Specification No. KBS 4.1, 4.6

KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and I or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specifications. Specification No. KBS 4.6.3-TMT steel Fe 500

KSRB 4-6.1 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2

Electrical Works

Fabricating ,supplying and erection of 7 mtrs long hot dip galvnised octonganal pole with BSEN 10025 Grade S-355 JO steel plate forv soft, IS -2062 for base plate with door opening arrengements, including suitable boards Bakelite sheet and MCBs as per IS spections . suitable to with stand the wind speed of 47mtrs per second for ......mtrs pole in single section and single joint welded as per IS 9595/ IS 10178AWS having diamensions bottom 130.mm , top 70 mm with 3mm thick, suitable base plate and 4Nos of ......long bolts long with tamplte and the pole shall be hot dip galvanised in single dipping with not less than 65 micron as per ASTM -A123 and 153 etc , ( ecluding foundation 0 as per Drawing appendedd. 7mtrs - 70mm and bottom 130mm dia

Supplying fixing of hot dip Galvnized Single arm MS Bracket (suitable for out door lumineries and mounted octogonal pole using neccsary bolts , nuts etc, complted. Double Arm ( with 2000mm standard 40/50 mm dia a)Double Arm ( with 2000mm standard 40/50 mm dia

LED street light . Supply of LED street light with pressure die cast aluminum housing body with optimal heat sink for better thermal dissipation . Diffuser with injection molded and is made of polycorbonate material with high transmission index , delivering superior light of out put rated life burning Hrs . 50000 Hours . at lumen maintenance of 70% >5500 K, IP 66 optical and electrical compartment (90 Watts).

Fixing Halogen/Metal halide/SVL/IL/LED flood light fitting over existing pole/ wall ceiling for street light including clamps, bolts, nuts & Wiring using Suitable capacity wies complete.

Providing and fixing of class A (medium Duty) 80mm dia GI pipe of wall of thickness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1KV (80mm dia).

Supplying and drawing flexible multi core cable manufactured with electrolytic grade flexible copper with low conductor confirming to Table-3 class-5 of IS:8130-1984 and (Virgin) PVC insulation and sheathed suitable for working voltage upto 1100 volts as per IS 694-1990 & Conforming to GTP of Group A (4Cx2.5Sqmm),

Supplying of 1.1 KV LT UG cable having alluminium conductor PVC insulated, extruded inner sheathed, galvanized steel strips (except 2Cx10sqmm wire armoured) as per IS 3975-1990 & extruede PVC outer sheathed armoured cable as per IS 1554-part-1:1988 & conforming to GTP f Group B (4 core 16Sqmm) ,

Labour charges for laying 1.1KV class UG cable in existing Trench GI pipe/Stone ware pipe/On wall/on pole as required (existig trench/duct 6 to 16sqmm)

Supplying and instalation/fixing provision of Out door type thermoplastic modular panel enclosure with transprent polycarbonate lid. Shock proof IP 65 (weather proof), rust proof, dust proof, corrosion proof having internally emmebbed gasket on both lid and flap suitable to fix single phase/ three phase energy meter in suitable base plate & having provision for Fuse/MCB cut out with suitable 600x600x170mm

Digging of trench of 0.60m deepx 0.50mtrs wide refilling the trench to the required ground level and consolidating etc., complete (in hard soil) ,

Supplying and fixing miniature circuit breaker 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 (40-63Amps TPN)

Supplying and fixing of 4 pole power contactor with NO/NC contacts on existing wood/Panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 rating and as per IS-13947 (40 Amps)

Supplying and fixing of Micro processer based Astronmical timer switch using necessary bolts, nuts, and washers etc., complete

Supplying and laying double walled corrugated (DWC) HDPE pipe including all necessary connecting sockets/couplings/Tess/Bends/End caps of same materials in existing trench as per IS 14930 part-2 suitable for drawing underground cables (77 mm OD/63mm ID)

Supplying and fixing angle iron frame work fabricated out of MS angle iron and MS flat with bolts, washers etc., and painted with 2 coats or red oxide and then two coats of approved paint (50x50x6mm)

Earthing: Supplying, fixing, wiring earth electrode for groundng conduits, IC cutouts and other equipments on the meter board using 40mm dia 2.90mm thick GI pipe 2.5mtrs long burried in a pit . The pit should be filled with equal proporation of salt and charcoal 150mm around the pipe to the complete depth. the connection from the pipe to the coduits 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.

Supplying and running GI copper conductor for groounding and (along with other wires in conduit system of wiring) using necessary suitable clamps, nails, guttas/spacers etc.,complete,.(8 SWG)

Providing and filling sand in excavated trench to cover already laid UG cable to a depth of 150mm alround the cable.

Jagdish Khuba