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| 1 | Cutting of prunned tree including removal of stumps, roots and levelling of ground with necessary cutting tools plants & machinery & further chopping the cut tree on ground into pieces of required size of log etc. by ensuring safety of labourers, commuters, utility lines etc. The serviceable & unserviceable material to be stacked separately within a lead of 1000m. All works shall be carried out as per direction of Engineer - incharge.;Girth of tree from 300 mm to 600 mm |
| 2 | Cutting of prunned tree including removal of stumps roots and levelling of ground with necessary cutting tools plants & machinery & further chopping the cut tree on ground into pieces of required size of log etc. by ensuring safety of labourers commuters utility lines etc. The serviceable & unserviceable material to be stacked separately within a lead of 1000m. All works shall be carried out as per direction of Engineer - incharge.;Girth of tree above 600 mm to 900 mm |
| 3 | Cutting of prunned tree including removal ofstumps roots and levelling of ground with necessary cutting tools plants & machinery & further chopping the cut tree on ground into pieces of required size of log etc. by ensuring safety of labourers commuters utility lines etc. The serviceable & unserviceable material to be stacked separately within a lead of 1000m. All works shall be carried out as per direction of Engineer - incharge.;Girth of tree above 900 mm to 1800 mm |
| 4 | Dismantling of Structures (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 lifts and lead of 1000 metres);Lime /Cement Concrete;By Manual Means;Cement Concrete Grade M-15 & M-20 |
| 5 | Demolishing brick work in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50 mts. lead. |
| 6 | Miling of bituminous pavement upon depth of100 mm by cold miling machine including alllevelling and slope sensors, self-loading of milled material by discharge conveyor onto transport vehicles directed by Engineer in Charge. |
| 7 | Excavation in Soil by Manual Means.(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) |
| 8 | Embankment Construction with Material Obtained from Borrow Pits (Construction ofembankment with approved material obtainedfrom borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacting to meet requirement of table 300-2) |
| 9 | Construction of Embankment with MaterialDeposited 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) |
| 10 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meetrequirement of table No. 300-2) |
| 11 | Construction of Median and Island with Soil Taken from Borrow Areas (Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407) |
| 12 | Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) |
| 13 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achievethe desired density) |
| 14 | Providing and applying primer coat with bitumen or bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means as per MoRT&H specifications clause 502.;Bitumenemulsion @ 1.00 kg/sq.m. |
| 15 | Providing and applying tack coat with bitumengrade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specifications clause 503.;Bitumen emulsion @ 0.20 kg/sq.m. |
| 16 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.);for GradingII(19 mm nominal size) |
| 17 | Bituminous Concrete (Providing and layingbituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects);for Grading-II (10 mm nominal size) |
| 18 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications;PCC Grade M15 |
| 19 | Excavation for Structures (Earth work in excavation of foundation of 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 and backfilling with approved material.);Ordinary soil;Mechanical Means; Depth upto 3 m |
| 20 | Back filling behind abutment wing wall and return wall complete as per drawing and Technical specification;Granular material |
| 21 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 22 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications;PCC Grade M15 |
| 23 | Rubble packing with hard laterite stone under floors including watering, ramming & consolidating etc. complete |
| 24 | Supply and Placing of Precast Box Culvert of1x1m Size all complete as per drawing and Technical Specifications Section |
| 25 | Supply and Placing of Precast Box Culvert of 2x1. 5m Size all complete as per drawing and Technical Specifications Section |
| 26 | Supply & Fixing Precast U Drain Heavy load size 1000x1000x150mm M25 grade mix concrete Over 150mm thick Stone Crushed aggregate layer & 100mm PCC Layer as shown in drawing. |
| 27 | Supply & Fixing Precast Precast Closed Box Drain size 1000x1000x150mm M25 grade mix concrete Over 150mm thick Stone Crushed aggregate layer & 100mm PCC Layer with FRP 600mm x600mm manhole Cover 5m c/c as shown in drawing. |
| 28 | Tubular Steel Railing on Medium Weight steelchannel ( ISMC series) 100 mm x 50 mm (Providing fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm 1.2 metres high above ground 2 m centre to centre, complete as per approved drawings) |
| 29 | Extra for powder coating with pure polyester powder of shade of required colour on the aluminium section |
| 30 | Providing & laying of minimun 100mm thickfactory made Shot blasted cement concreteInterlocking paver blocks - Other Colour Size: 200m x 100mm x 100mm (Type: Rectangular Type) of minimum M50 grade made by heavy duty block making machine with strong vibratory compaction and of approved size and design/shape laid in 50mm thick compacted bed of coarsesand, filling the joints withfine sand etc. all completed as per the direction of Engineer-incharge . The product should comply with IS 15658:2006 and manufactured by ISO 9001: 2008 certifiedplant. |
| 31 | Providing & laying of minimun 60mm thickfactory made Shot blasted cement concreteInterlocking paver blocks-Grey Colour- Size: 210mm x 105mm x 60mm (Type: Rectangular Shape) of minimum M40 grade made by heavy duty block making machine with strong vibratory compaction and ofapproved size and design/shape laid in 30mm thick compacted bed of M-sand, filling the joints with Msand etc. all complete as per the direction of Engineer-incharge. The product shouldcomply with IS 15658:2006 and manufactured byISO 9001: 2008 certified plant. |
| 32 | Providing & laying of minimun 60mm thickfactory made Shot blasted cement concrete Interlocking paver blocks- Other Colour- Size:210mm x 105mm x 60mm (Type: Rectangular Shape) of minimum M40 grade made by heavy duty block making machine with strong vibratory compaction and of approved size and design/shape laid in 30mm thick compacted bed of M-sand, filling the joints with Msand etc. all complete as per the direction of Engineer-incharge. The product should comply with IS 15658:2006 and manufactured by ISO 9001: 2008 certified plant. |
| 33 | Providing and fixing normal gauge polythenepipes of approved quality complete with specialflange compression type fitting (of approved make) including trenching ad refilling etc (external work) (high density):;40 mm nominal bore |
| 34 | Supplying, of HDPE pipes at store or site of work including loading, unloading, stacking, transit insurance etc. complete bearing ISI mark &conforming to IS: 4984-1995 & made from PE 100 resin Class IV (6 kg/cm2).;Outer dia. in mm;160 |
| 35 | Supplying of HDPE pipes at store or site of work including loading unloading stacking transit insurance etc. complete bearing ISI mark & conforming to IS: 4984-1995 & made from PE 100 resin Class IV (10 kg/cm2).;Outer dia. in mm;200 |
| 36 | Cable Duct Across the Road (Providing andlaying of a reinforced cement concrete 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- 1997 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 all as per IRC: 98 - 1997 and approved drwings.);Double Row for two utility services |
| 37 | Provision of Hump type speed breakers for general traffic at preferred crossing speed of 25 km/h and above as per standard having and specification in IRC 99-1998. The speed breakers shall be formed by placing premixed bituminious macadam and a layer of asphaltic concrete carpet (hot mix) after the surface is indented and tack coat applied to the location where required.;For Heavy traffic of above 25 Kmph. |
| 38 | Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick foundation having 50 mm projection beyond kerb stone kerb stone laid with kerb laying machine foundation concrete laid manually all complete as per clause 409);Using Concrete Batching and Mixing Plant |
| 39 | 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) |
| 40 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level uniform and free from streaks and holes.) |
| 41 | Providing and laying of hot applied thermoplastic compound rumbler strips in two layers 2.5 mm thick each, top layer with reflectorising glass beads @ 250 gms per sqm area, total thickness of 5.00 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 42 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary mandatory and informatory sign as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting \\"C' type XI micro prismatic retro reflective material vide clause 801.3 fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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)etc complete as per MORT &H Specifications Fifth Edition. A 10 years warranty for Retro Reflective Sheeting fromthe original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor.;90 cm equilateral triangle |
| 43 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary mandatory and informatory sign as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting \\"C' type XI micro prismatic retro reflective material vide clause 801.3 fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cementconcrete 45 cm x 45 cm x 60 cm 60 cm below ground level as per approved drawing)etc complete as per MORT &H Specifications FifthEdition. A 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by thecontractor.;60 cm circular |
| 44 | Retro- reflectorised Traffic signs (Providing and fixing of retro- eflectorised cautionary mandatory and informatory sign as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting \\"C' type XI micro prismatic retro reflective material vide clause 801.3 fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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)etc complete as per MORT &H Specifications FifthEdition. A 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by thecontractor.;80 mm x 60 mm rectangular |
| 45 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary mandatory and informatory sign as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting \\"C' type XI micro prismatic retro reflective material vide clause 801.3 fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm supported on a mild steelangle iron post 75 mm x 75 mm x 6 mm 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)etc complete as per MORT &H Specifications Fifth Edition. A 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor.;90 cm high octagon |
| 46 | Direction and Place Identification signs withsize more than 0.9 sqm size board. (Providing and erecting direction and place identification retroreflector ised sign as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting \\"C' type XI micro prismatic retro reflective material vide clause 801.3 fixed over aluminium sheeting 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)etc complete as per MORT &H Specifications Fifth Edition. A 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor |
| 47 | Providing & fixing of cautionary sign board ofCautionary/Mandatory/ Facility Information sign board made out of retro reflective sheeting conforming to Type XI standards of ASTM D4956- 09 & as per IRC-67: 2012 specifications fully covered over 4mm thick ACP/2mm thick Al supported with back support frame of 25x25x3mm stainless steel angle of 304 grade. Board Shall be fixed to a vertical post of 80mm dia stainless steel pipe of 3.6 mtr height and firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm etc, 60 cm below ground level. 10 years warranty & a certified copy of three years outdoor exposure report from an independent lab as per IRC 67-2012 for Type XI retro reflective sheeting shall be submitted by the contractor. ;300mm x 900mm Rectangle - Hazard Marker Sign |
| 48 | Providing & fixing of cautionary sign board ofCautionary/Mandatory/ Facility Information signboard made out of retro reflective sheetingconforming to Type XI standards of ASTM D4956- 09 & as per IRC-67: 2012 specifications fully covered over 4mm thick ACP/2mm thick Al supported with back support frame of 25x25x3mm stainless steel angle of 304 grade. Board Shall be fixed to a vertical post of 80mm dia stainless steel pipe of 3.6 mtr height and firmly fixed to the ground by means of properly designed foundation with M20 grade cementconcrete 45 cm X 45 cm X 60 cm etc 60 cm below ground level. 10 years warranty & a certified copy of three years outdoor exposure report from an independent lab as per IRC 67-2012 for Type XI retro reflective sheeting shall be submitted by the contractor. ;600mm x 500mm Rectangle - Chevron Sign |
| 49 | Road Markers/Road Stud with Lense Reflector(Providing and fixing of road stud 100x 100 mm die cast in aluminium resistant to corrosive effect of salt and grit fitted with lense reflectors installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxymortar all as per BS 873 part 4:1973) |
| 50 | Providing & Fixing Solar Blinkers 48 hr Backup with 4.5 Mtrs MS Pole, Foundation in M15 complete., for finished item as directed by Engineer-Incharge. |
| 51 | Providing & fixing Precast RCC Bollards minimum 1000mm high, width/dia not less than 200mm, foundation in M-15, complete., for finished item as directed by Engineer-Incharge. |
| 52 | Providing & Fixing convex Mirrors Convex Mirror 32 inch with MS Round Pipe 8ft incl. Foundation in M15 complete., for finished item as directedby Engineer-Incharge. |
| 53 | Providing Retro reflective Sheeting over structures, trees, poles, etc., |
| 54 | Solar Raised Pavement Marker Supply and fixing of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape solar powered LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0° C to 70° C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 micro-amperes at 2.4 V in sleep-charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by thengineer. Pre Qualification warranty for 2 years for the Solar Raised Pavement Marker from manufacturer shall be submitted by the contractor along with the tender for technical qualification in the tender and the contractor shall also submit test reports from government laboratory/independent laboratory for Compressive Strength and Prevention of Dust & Water for technical qualification in the tender. |
| 55 | Supply & fixing Wastage Bins - Stainless steel Dust Bins Containers -SS-202, Capacity of 75 Ltr, 2 round shape bins mounted on 3 Poles of Pole dia 50mm & 82 cm Height etc., compelete as per directions of Engineer-in charge at every 75m Interval along the project length. |
| 56 | Medium type of Avenue Plant/trees at every 30minterval with Pedestal for seating around the treewith Brick Work & Rcc Wall with Granite Slab of50mm over brickwork for seat and dadoing with18mm thick granite slabs, etc.,all complete as perdrawings and the direction of Engineer-incharge. |
| 57 | Planting permanent Flowering plants includingdigging of trenches- Planting permanent singlerow Flowering plant including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure,supplied at the rate of 2.34 cum per 100 metres and supplying and planting Flowering plants at 30 cmapart |
| 58 | Providing passenger Bus Shelter as per drawing and Technical Specifications section 1600 and 1700 confirming to latest circulars. -Modern Busshelter-20Ft x 8 x 9, Material-CRC MS 16 guage Material, Cladding- ACP, LED Bulb-4Pc Co ncealed internal wiring, SEATING ARRANGEMENT - MS frame 40×40 mm, Wooden / WPC slat seating & Approx 14-15 ft seating length Including transportation |
| 59 | Fabricating, supplying and erection of 9 Mtrs long hot dip Single Arm Galvanized Decorative Street Light pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBS as per ISspecifications suitable to withstand the wind speed of 47 m/sec . supported with Bottom :114X3000X3.00mm , Middle : 89X3000X3.00mm Top : 76X3000X3. 00mm thick GI Pipe with bend suitable for support the arm and pole to install the light fixture and the pole shall be hot dip galvanized in single dipping with not less than80micron as per ASTM A123 and 153 etc. Thepole and arms both should be finally finished with PU auto coat painting including required PU primer and all base coats not less than 80microns.The decorative street light pole and decorative arm with 250W LED street light fixture,errection and foundation included. |
| 60 | Supply, installation, testing and commissioning ofLED decorative post top of 45W with a system lumen output of 4950 lumens and a minimum system efficiancy of 110lm/W with street light optics. The luminaire shall have a rated system lifetime of 50,000 burning hours at L70. the luminaire should have a color temperature of5700K and CRI>70. The luminare shall meet IP66 with THD<10% and PF>0. 9, IK08 protection. The luminaire shall hav eclosed diffused optics with polycarbonate diffuser board. the total power consumption should not exceed 45W (including driver) with glass reinforced polymer (GRP) composite type Conical pole of height 4 mtr including decorative base plate and internal junction box including labour charges etc., complete and as directed by the departmental authorities. Makes:Klite/Phillips/Reytek or equivalent |
| 61 | Armoured PVC/XLPE 1100 V cable 3 1/2 core 50 sq.mm aluminium |
| 62 | Armoured PVC/XLPE 1100 V cable 4 core 16 sq.mm aluminium |
| 63 | Supply of 3 core unarmoured PVC/XLPE insulated PVC sheathed copper conductor cable of 1.1 KV grade with ISI mark conforming to IS:1554(Part I) IS:7098(Part I) with latest amendments of following size.;3 Core 1.5 sq.mm |
| 64 | HDPE pipes 75mm dia |
| 65 | Laying of one number PVC insulated and PVCsheathed/XLPE power cable of 1.1 KV grade ofsize not exceeding 25 sq. mm direct in groundincluding excavation in the form of a trench as per Cable Trench Drawing provided by the Engineer-Incha rgesand cushioning with screened sand bed of 20mm thick protective covering with bricks placed breadth-wise on top of cable all over the run(the brick protection shall cover the cable and project atleast 5 cms over the sides of the cable) and backfilling the excavated earth without stones or hard material and making the surface proper with 15 cm crown on the top complete as required.;(b)In rocky strata |
| 66 | Laying of one number PVC insulated and PVCsheathed/XLPE power cable of 1.1 KV grade ofsize exceeding 25 sq.mm but not exceeding 120 sq. mm direct in ground including excavation in the form of a trench as per Cable Trench Drawingprovided by the Engineer- Incharges and cushioning with screened sand bed of 20mm thick protective covering with bricks placed breadth- ise on top of cable all over the run(the brick protection shall cover the cable and project atleast 5 cms over the sides of the cable) and backfilling the excavated earth without stones or hard material and making the surface proper with 15 cm crown on the top complete as required.;(b)In rocky strata |
| 67 | Supply and fixing of suitable out door feeder piller box of size made with 14 SWG CRCA sheetwith double door arrangement, making powder coating afterprocessing of 7 Tank process, lock and key, hinges, rubber gasket, danger board,suitable angle iron stand for mounting the feeder pillar with cement concrete, including Supply and fixing of Legrand /Schnieder make63A, 4 Pole isolator as incomer, 9 Nos 6- 32A SP MCBsas out goings, indication lamps, din channel, 6 Sqmm 3 core copper cable for invidual light control, connectors, bus bars, shroudings, gland plates and provision for 3 phase energy meter etc., complete for finished item of work and suitable wiring provision for connecting the nature switch with following |
| 68 | LT Electrical Supply has to be arranged as per the load requirement as per Goa Electricity Department and complete the electrical work with M.S Rail poles 90 lb/yd 13 meter ,AB switch,HG fuse set with LT ditstibotion box with 200 Amps MCCB along with all other accessories including erection of 25KVA DTR ,etc.. complete . |
| 69 | Earthing with GI earth pipe2 mts long 40 mm dia medium class with ISI markof approved brands including accessories and providing special protective masonry chamber as per enclosed drawing ( to be paid extra)(without charcoal or coke and salt) as required as per the Earthing Drawing provided by the Engineer-Incharge.The scope of work includes the following: a)Excavation of pit of size 1.0x1.0x 2.0 mtrs(min) and disposal of excavated soil. b) Class B GI pipe 40mm diameter as per specifications. c) Charcoal /salt as per specs ( paid seperately). d) Refilling the pit of size 1.0x1.0x 2.0 mtrs (min) with soft black soil of minimum resistivity i/c transportation. f) Testing of earth value with earth megger and certifications of its value. Aluminium tag with embossed earthing value to be attached to the pipe. g)watering arra ngement(plumbing will be paid seperately).; (b) In rocky strata( Masonry chamber not included) |
| 70 | Providing and fixing 6 SWG dia GI wire on surface or in recess for loop arthing . as required Please Enable Macros to View BoQ information |
