Smart City Thiruvananthapuram Limited Tender
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Smart City Thiruvananthapuram Limited Tender
Civil And Construction
Eprocure
Opening Date18 Dec 2023
Closing Date26 Dec 2023
Tender Amount₹ 2,09,76,238
Costs
EMD
₹ 1,00,000Document Cost
₹ 9,757Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_SCTLT_625987_2Bid Award Id
ViewTender No
SCTL/PRJ/210/2019/M(PMM)/RFP43Tender Authority
Smart City Thiruvananthapuram Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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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 Dismantling Brick / Tile work - In cement mortar
100
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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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Manual Means - (Depth upto 3 M)
50
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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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.Ordinary soil - Mechanical Means - (Depth upto 3 m)
72
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
25
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
70
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Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
11
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Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete
7
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Extra for additional lead of every 1 Km part thereof for disposal of dismantled waste material by mechanical transport to approved municipal waste dumping yard,as per the direction of Engineer In-charge
387
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Providing and fixing heavy duty DI grating with frame of size 450mm x 300mm for road gully chamber having minimum 30Kg weight with hinges etc. complete as per design & drawings.
40
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
50
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Taking out of existing drain slab and stacking within 1000m lead including all labour charges and miscellaneous expenses etc complete
130
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Drain cleaning using scavengers for existing drain including removal of all deposited silt and conveying the removed earth to dumping site.(In CuM)
35
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Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone -III) : 3 graded stone aggregate 20 mm nominal size)
8
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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
800
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Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (ne 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 drawings.Cable Duct Across the Road - Triple rRow for three utility services
30
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Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2
20
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M25 - Using Concrete Mixer
12
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20
9
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump
60
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PART B - UTILITY DUCT
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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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Manual Means - (Depth upto 3 M)
25
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Supplying and fixing SFRC Circular shape 560 mm dia precast R.C.C. manhole cover(Extra Heavy Duty) with frame - EHD - 35 to existing manhole cover slab including necessary fixing charges labour etc. complete.
2
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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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.Ordinary soil - Mechanical Means - (Depth upto 3 m)
100
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Engaging Coolie for clearing the existing manhole and pipe duct.
10
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PART C - ROAD WORK
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Excavation for roadwork in soil 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 within all lifts and lead upto 1000m
160
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Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method
70
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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 achieve the desired density.
130
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Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately :Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20
12
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Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means
60
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Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
1103
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
20
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
50
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Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately.
12
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PART D -FOOTPATH AND SIGN BOARD
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Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC Using Concrete Mixer 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
350
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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
105
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Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Medium shade pigment using 50% white cement 50 % Grey cement
20
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Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement
20
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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-inCharge.
100
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Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)
75
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Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
2
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Dismantling G.I. pipes ( external work) including excavation and refilling trenches after taking out the pipes, manually / by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer- in- Charges:15 mm to 40 mm nominal bore
30
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Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
80
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 60 cm circular
4
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 90 cm equilateral triangle
2
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Plastering with cement mortar 1:4 ( 1 cement : 4 coarse sand) , 15 mm thick, including finishing with neat floating coat of red oxide etc...complete.
300
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PART E- STREET LIGHT AND FEEDER PILLAR
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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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Manual Means - (Depth upto 3 M)
35
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
7
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M25 - Using Concrete Mixer
17
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Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
2
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WATER SUPPLY WORKS
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Supply of PVC Pipe, 8kg/cm2, 63mm Dia conforming to IS 4985:2000 Including all Specials.
50
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Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).63 mm nominal outer dia pipes."
50
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Supply of PVC Pipe, 8kg/cm2, 110mm Dia Including all specials, conforming to IS 4985:2000.
360
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Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).110 mm nominal outer dia pipes.
360
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Boring RCC slab above 8cm and upto 10cm thick for providing pipes or fittings of size 80 to 100mm and rectifying slab with cement concrete 1:2:4 using 20mm broken stone and finishing the top and bottom with cement mortar after placing the pipe or fittings
6
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Inter connection with existing DI K9/CI/GI/PVC to newly laid lines including dismantling existing lines,cost of necessary fittings required for interconnection work,all labour charges etc complete.
2
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Inter connection to the branch lines from newly laid PVC main lines
5
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Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
2
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Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber etc. excluding the cost of valve (the tail pieces if required will be paid separately) :80 mm diameter. Class I
2
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Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 100mm.
2
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Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber etc. excluding the cost of valve (the tail pieces if required will be paid separately) :100 mm diameter. Class I
2
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Supply of 560mm dia CI MH cover with frame.
4
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Fabricating MS flanges of diameter 100 mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
12
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Fabricating MS pipes of size 100mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
10
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Supply of Solid block of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979.
0.3
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Engaging Coolie for Controlling Valves
7
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Engaging Assistant Fitter or 2nd Class fitter
10
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Engaging Fitter ( grade 1) for giving Interconnection and Rectification of leak during Works
8
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Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).20 mm nominal outer dia pipes.
500
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Providing New/Alteration of house connection from the existing main including earth work excavation,supplying and fitting suitable saddle piece,supplying and fitting 20 mm brass ferrule1 no,20 mm GM full way wheel valve 1no,bend 1no union 1no etc. and connecting the newly laid main,testing the joints etc complete but excluding cost of pipe.
100
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Disconnecting water connection from service mains along Asphalt road without causing any damage to the existing line including charges of earth work excavation in all kinds of soil for exposing connection point including tar cutting / conrete cutting, making the disconnection point water tight charging and testing to the required pressure, rectifying any defects noticed and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, removing the surplus soil from the work site, without causing any damages to any other existing utilities, including the charges of hire for tools and plant, conveyance of tools and materials to the leak site, bailing out water, lighting, watching, ribbon fencing, caution boards, traffic diversion but excluding cost of materials and as per the direction of departmental officers etc. complete.
5
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Supply and Conveying 20mm ASTM Pipe, conforming to IS 4985:2000
500
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
All kinds of soilPipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
235
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Bailing out water with 5 HP engine and pumpset including conveyance to the site, errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc. complete.
100
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Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
390
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Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:
Bituminous road
6
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PART A - LT UG CABLE LAYING
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Supply & laying of one number PVC insulated and PVC sheathed armored aluminum power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.3.5 core 185 sq mm
1200
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Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.4 core 6 sq mm
3500
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Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.4 core 10 sq mm
1000
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Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required. 4 core 16 sq mm
1000
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Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.3.5 core 25 sq mm
500
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Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.3.5 core 50 sq mm
500
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Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.3.5 core 95 sq mm
500
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Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.3.5 core 150 sq mm
500
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Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required.3 core 10 sq mm
600
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PART B- LT CABLE END TERMINATIONS AND STRAIGHT JOINTS
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Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2X25 sq.mm (28mm)
10
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Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2 X 50 sq. mm (35mm)
10
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Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2X 95 sq. mm (45mm)
10
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Supplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed / XLPE aluminum conductor cable of 1.1 KV grade as required.3 1/2 X 150 sq. mm (50mm)
10
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Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2X 185 sq. mm (57mm)
24
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Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 X 10 sq. mm (22mm)
24
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Supplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVCsheathed/XLPEaluminiumconductor cable of 1.1 KV grade as required 4 x 6 sq.mm (22 mm)
112
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Supplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed / XLPE aluminum conductor cable of 1.1 KV grade as required.4 X 10 sq. mm (25mm)
16
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Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 16 sq. mm (28mm)
12
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Supplying and making outdoor end termination with cast resin compound including aluminium lugs and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2 X 25 sq. mm
6
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Supplying and making outdoor end termination with cast resin compound including aluminium lugs and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2 X 50 sq. mm
8
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Supplying and making outdoor end termination with cast resin compound including aluminiumlugs and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2 X 95 sq. mm
8
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Supplying and making outdoor end termination with cast resin compound including aluminium lugs and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2 X 150 sq. mm
6
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Supplying and making outdoor end termination with cast resin compound including aluminium lugs and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2 X 185 sq. mm
12
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Supplying and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.31/2 X 25 sq. mm
4
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Supplying and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.31/2 X 50 sq. mm
4
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Supplying and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.31/2 X 95 sq. mm
4
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Supplying and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.31/2 X 150 sq. mm
4
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Supplying and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for following sizeof PVCinsulatedand PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade as required.31/2X 185 sq. mm
8
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PART C - SITC OF FEEDER PILLAR AND METER
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Supply, Testing, installation and commissioning of Metallic Feeder Pillar with 300 Amp LB SW on both ends 24 nos of O/G terminals (Single Phase) with SFU TPN for giving service connections(16 Amps to 63 Amps as per requirements) provision for cable entry on both side, cable connecting facilities, phase indicators, volt meter and ammeter, danger labelling etc; Make: Subjected to approval from KSEB/KRFB
8
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Shifting of Single Phase connection on newly erected meter box, including supply of Single Phase Dust and Vermin proof and weather proof FRP meter box with 16 Amps cut out fuse and neutral link, earthing, wiring and other connection.
100
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Shifting of Three Phase connection on newly erected meter box, including supply of Three Phase Dust and Vermin proof and weather proof FRP meter box with 32 Amps cut out fuse and neutral link, earthing, wiring and other connection.
50
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Shifting of Three Phase CT connection on newly erected meter box, including supply of Three Phase CT Dust and Vermin proof and weather proof FRP meter box with 32 Amps cut out fuse and neutral link, earthing, wiring and other connection.
10
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Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.2 x 2.5 sq. mm
2000
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Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.4 x 4 sq. mm
1000
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Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.4 x 6 sq. mm
200
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Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm
2000
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Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm
1000
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Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.32 mm
200
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Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required3.15 mm copper conductor ( 10 SWG)
2000
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... More
Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required4.00 mm copper conductor ( 8 SWG)
1200
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Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.3.15 mm (10 SWG)
200
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Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.4.00 mm (8 SWG)
120
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PART D- SITC OF FEEDER PILLAR AND METER
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Supply and installation of 1.5 meter 32 mm Medium class earth pipe for Meter box Earthing
160
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Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required3.15 mm copper conductor ( 10 SWG)
400
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... More
Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required4.00 mm copper conductor ( 8 SWG)
240
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Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.4.00 mm (8 SWG)
120
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Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.3.15 mm (10 SWG)
200
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Earthing with G.I. earth pipe 3 metre long, 40 mm dia including accessories, and providingbrmasonry enclosure with cover plate having locking arrangement and watering pipe etc. withbrcharcoal/ coke and salt as required
18
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Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earthelectrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required.(Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
164
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Supply and clamping the following size of strips on surface of wall/ parapet/ existing cable tray using clamps fabricated from 20 X 3 mm GI flat duly painted or heavy duty GI spacer saddles spacing of clamps not exceeding 1 m, making good the damages, colour washing etc. as required ( for horizontal run)25 x 6 mm GI strip
50
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PART E -SUPPLY AND LAYING OF DWC PIPE
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Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation50/38 mm or nearest size
3450
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Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation63/50 mm or nearest size
500
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Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation110/94 mm or nearest size
500
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Supplying, laying and jointing of the following sizes of double wall corrugated (DWC) pipes made out of HDPE conforming to IS 14930 Part II for mechanical protection to underground power cables with all required accessories in ground in the existing trench50/38 mm or nearest size
400
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Supplying, laying and jointing of the following sizes of double wall corrugated (DWC) pipes made out of HDPE conforming to IS 14930 Part II for mechanical protection to underground power cables with all required accessories in ground in the existing trench63/50 mm or nearest size
400
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Supplying, laying and jointing of the following sizes of double wall corrugated (DWC) pipes made out of HDPE conforming to IS 14930 Part II for mechanical protection to underground power cables with all required accessories in ground in the existing trench110/94 mm or nearest size
400
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Supply and laying of PLB HDPE pipe in ordinary soil 0.75 m below ground level including excavation of size 25/20mm or nearest size for drawing Optical cable satisfying IS 2530, 4984, 7328, 9938, 12235(Part-9) & 14151 (Part-1)
3500
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PART F- STREET LIGHT
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Supply and drawing the following sizes of multi-core PVC insulated & FRLS PVC sheathed 650/1100 V grade copper conductor round flexible cables conforming to IS 694 part I 1960 in the existing surface / recess conduit as required including giving necessary connections of the following sizes.3 core 1.50 sq mm
140
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Supply Installation Testing and Commisioning of 6Mtr height decorative pole, made of mild steel/steel tube complied with IS1161/IS 3601, minimum thickness of 3mm.The pole shall have two sections, lower section of dia 140mm and length of 1mtr, upper section length of 5mtr and dia 76mm. The Pole Shaft should be fabricated out of Steel tube of grade YST 240. Structurally designed base plate of Steel A36/A572-50 or equivalent should be welded with the pole shaft. The complete structure shall be hot dip galvanized through 7 stage process and single dip process as per ASTM A123 and minimum average coating shall not be less than 65 microns before treating with primer. After galvanization structure shall be treated with two coats of high-quality primer and thereafter coated with Polyurethane paint (Marine grade paint) to minimum average DFT of 100 microns (GI micron and PU Paint micron test report shall submit). The Pole shall of construction designed to withstand basic wind speed of 169kmph. The complete structure should be hot dip galvanized and marine grade treated. WITH, Supply of Hot Dip Galvanized single side decorative bracket having scroll with vertical height of 1M and overhang of 600mm tightened to the pole top with stainless steel grub screws to mount the luminaries. The complete system shall be hot dip galvanized.
16
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Supply Installation Testing and Commisioning of Led suspended Post top Luminaire having power consumption not more than 33W and light output not less than 4000 Lumens with System efficacy 120 Lumen/Watt. Housing Shall be made up from pressure die cast aluminum with polycarbonate diffuser. The luminaire must have IP 65 Protection with IK08 mechanical strength. The Luminaire should be having minimum 50000 Burning hours(L70B50) with CRI ≥70, SDCM5, and Co-related colour temperature (CCT) of 3000K. The luminaire should be capable of withstanding voltage stress of 440V for 8 Hrs, should have an auto shutdown 325V and have an auto recovery feature, Under Voltage protection with Input Voltage Stress of 100V for 48 Hrs. The Luminaire should have a 10 KV SPD duly bolted in the Luminaire. The SPD should be able to sustain a minimum 15 hits of 20KV rating i.e., Total of 45 hits across all the three modes as per IEEE 62.41.2 The Drivers should be a potted driver not a printed circuit board without casing, mounted inside the luminaire with PF0.95 and THD10%. Luminaire and driver shall be separately BIS approved of same make equivalent to Philips BSS461 LED40 WW 110-277V CLASS or Techno- Commercially equivalent approved by engineer in-charge.
16
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Supply, installation, testing and commissioning of cubical type LT panel suitable for 433 V, 3 Phase, 4 Wire 50 Hz supply system having surface area 0.945 sqmtr (450 x 450 x 300 mm)fabricated from CRCA sheet steel of 2 mm thick for frame work, cover and gland plates, with front opening, cleaning and finishing complete with 7 tank process for power coating, bottom base channel of MS section not less than 100 mm x 100 mm x 6 mm thick and supported on two pedestal of MS section not less than 100 mm x 100 mm x 6 mm thick and 2.5 meter long. The cubical shall be totally enclosed type with IP 65. The cubical is wired for accommodate Energy meter and Astronomical timer and shall be provided with FP 32 A FP MCB, 40 A FP Isolator, 6A Amp SP MCB, and LED Indicators. Work includes all work for foundation like excavation, PCC, brick work, plastering finishing etc and as per specification as required for fixing Astronomical timer and KSEB Energy meter
1
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Astronomical time switch capable of following output in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight (Auto ON, Auto OFF, Auto) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status suitable for 3 output (1output per phase) and suitable for three phase supply
1
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Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required 4.06 mm GI conductor (8 SWG)
340.94
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Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.4.00 mm (8 SWG)
34
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PART G - SITC OF CSS AND HT CABLE LAYING AND TERMINATION
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Supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required: 300 sq. mm
4
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Supplying and making straight through cable jointing with heat shrinkable jointing kit complete with all accessories including ferrules suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required : 300 sq. mm
1
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Supply and Laying of one number PVC insulated and PVC sheathed / XLPE armoured Aluminum power cable of 11 KV grade of following size in the existing RCC/ HUME/ DWC/METAL/GI pipe as required.br3 core x 300 sqmm HT cable R
500
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Supply, Installation, Testing and Commissioning of 500 KVA totally enclosed outdoor dry type transformer with CCCT RMU and with 6 nos 250 Amps MCCB outgoing on LT side. Make: Subjected to approval from KSEB/KRFB/SCTL
1
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Part H - MISCELLANEOUS
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Charges for providing temporary supply arrangements by using spare transformer or existing transformer connecting all HT and LT with the sanction from EI
1
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Charges for rearranging existing RMUs after disconnecting couplers, earthing, cable connections etc
2
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Operation and Maintenance Cost
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Maintenance charges of road work and other components except land scaping per month for fourth year
12
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Maintenance charges of road work and other components except land scaping per month for fifth year
12
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Evaluation Notes How It Works ?
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