Development Of Smart Roads And Underground Ducting Including Utility Shifting Of Water Supply And Power Lines In Abd Area Under Smart City Mission- Corporation Roads - Package 1 ( IdS 46, 48, 49, 50, 51A, 51B, 56, 57, 59 )
Tender Value
19.85 Crore
Estimated cost
Bid Submission
22 Oct 2022
0 days left
EMD
5 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thiruvananthapuram → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Development Of Smart Roads And Underground Ducting Including Utility Shifting Of Water Supply And Power Lines In Abd Area Under Smart City Mission- Corporation Roads - Package 1 ( IdS 46, 48, 49, 50, 51A, 51B, 56, 57, 59 )
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Sep-2022 | Scope of work for electrical works | Technical Bid | 12-Oct-2022 |
| 2 | 12-Oct-2022 | Date corrigendum 1 | Date | 22-Oct-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | PART A - CIVIL WORKS - STORM WATER DRAINS AND VALVE CHAMBER |
| 2 | 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 Cement Concrete Grade M-15 & M-20 - By Mechanical Means |
| 3 | 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 |
| 4 | 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 |
| 5 | Based on MORTH Item No.2.4.2.A - 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 |
| 6 | 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) |
| 7 | 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. |
| 8 | 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 |
| 9 | Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications |
| 10 | 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 |
| 11 | Drain cleaning using scavengers for existing drain including removal of all deposited silt and conveying the removed earth to dumping site.(In CuM) |
| 12 | Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre |
| 13 | 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) |
| 14 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer |
| 15 | Taking out of existing drain slab and stacking within 1000m lead including all labour charges and miscellaneous expenses etc complete |
| 16 | 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) |
| 17 | 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 |
| 18 | Providing and laying cement concrete 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design:100 mm diameter S.W. pipe |
| 19 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix( 1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.For pipes 100 to 250 mm diameter |
| 20 | 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 |
| 21 | Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. |
| 22 | 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. |
| 23 | 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. |
| 24 | Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2 |
| 25 | Providing and laying 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 prevententry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. Cable Duct Across the Road - Triple rRow for three utility services |
| 26 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump |
| 27 | PART A - CIVIL WORKS - UNDER GROUND DUCTING OF UTILITIES |
| 28 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately |
| 29 | 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 |
| 30 | 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. |
| 31 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump |
| 32 | Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications |
| 33 | Providing and laying 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 drawings. Cable Duct Across the Road - Triple rRow for three utility services |
| 34 | Providing of 7- Way 40mm Multi Ducts with solid permanently solidly lubricated Silicore in inner layer for ICT fibre cables comforming to ASTMF 2160, ASTM D 2444 and /or equivalent indian standard. External Sheath shall be in Orange Color and shall be free from visual defects like blisters, shrink holes, flaking, scratches, groove lines & surface roughness. The outer layer colour of the 7 nos. PLB HDPE ducts shall be Green, blue, yellow, Brown, violet, Grey , Red for differentiation, middle layer shall be transluscent and the inner layer shall be having permanently lubricated lining of Silicore . Outer sheath thickness shall be 1.2mm0.2mm. The inner surface of the multi channel ducts shall be straight ribbed & shall be of a configuration for faster installation of cables. Wall thickness(mm) of each of the ducts Excluding rib height shall be 2.9mm0.3mm. Seven couplers every 100 meter for duct jointing shall be provided. The coupler shall be used to join two HDPE pipes. It should either snap fit or Split type. The jointing shall meet the air pressure test of 15 Kg/cm2 for a minimum period of 2 hours. 14 End Plugs every 100 meters of pipe length shall be provided. End Plugs shall be used to seal the end of ducts so as to prevent any ingress of water/dirt etc. testing and commissioning. The rate is inclusive of required specials and fittings wherever necessary. ISO Requirements- ISO 9001, 14001, 18001 as per design drawing technical specifications and directions of Engineer in charge |
| 35 | 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) |
| 36 | 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 |
| 37 | 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. |
| 38 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 39 | Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete |
| 40 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 41 | Constructing soak pit 1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design |
| 42 | Based on D.S.R-19.19.4.1-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. |
| 43 | Supplying and laying of following size owe HDPE pipe .lSI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required.63 mm· dia (OD-63 mm & ID-51 mm nominal) |
| 44 | Supplying and laying of following size owe HDPE pipe .lSI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required.120 mm dia (OD-120 mm & ID-103 mm nominal) |
| 45 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work25 mm nominal outer dia pipes |
| 46 | 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 |
| 47 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix( 1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.For pipes 100 to 250 mm diameter |
| 48 | Providing and fixing PVC fittings/accessories for HDPE pipes including all labour charges and arrangements etc. complete as per the direction of Engineer in charge.- 160 mm diameter End cap |
| 49 | Jointing charges for HDPE pipe of size 110mm dia PN6 PE80 grade in Butt fusion method as per standards using hydraulic butt fusion machine including all necessary machinery and labour, etc. complete as per the direction of Engineer in charge. |
| 50 | Supplying and laying of DN 160mm HDPE pipe PN6 PE80 having wall thickness 9.5mm to 10.6mm, ISI marked conforming to IS 4984:2016, in the existing trench, etc complete as required as per the direction of Engineer in Charge. |
| 51 | Jointing charges for HDPE pipe of size 160mm dia PN6 PE80 grade in Butt fusion method as per standards using hydraulic butt fusion machine including necessary machinery and labour, etc. complete as per the direction of Engineer in charge. |
| 52 | Supplying and laying of DN 110mm HDPE pipe PN6 PE80 having wall thickness 6.5mm to 7.3mm, ISI marked conforming to IS 4984:2016, in the existing trench, complete as required as per the direction of Engineer in Charge. |
| 53 | Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia End Cap |
| 54 | PART A - CIVIL WORKS - ROAD & JUNCTION IMPROVEMENT |
| 55 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 - For grading I Material |
| 56 | 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 |
| 57 | Based on MORTH Item No.2.4.2.A - 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 |
| 58 | 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 |
| 59 | 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. |
| 60 | Dense Graded Bituminous Macadam : - For grading - II (26.5 mm nominal size) Providing and laying dense graded 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 (VG 30) @ 4.0 to 4.5 per cent by weight of total 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. |
| 61 | Providing and laying bituminous concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 5.4 per cent 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 (13.2 mm Nominal size). |
| 62 | Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 63 | Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. |
| 64 | 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. |
| 65 | Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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. |
| 66 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means |
| 67 | 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 |
| 68 | Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre |
| 69 | PART A - CIVIL WORKS -FOOTPATH |
| 70 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 71 | Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand):Medium shade pigment 50% white cement, 50 % ordinary cement |
| 72 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-inCharge. |
| 73 | 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) |
| 74 | 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. |
| 75 | 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.) |
| 76 | Supplying and fixing of MS Powder Coated chain in between bollards including fixing in position etc. complete. |
| 77 | Providing and fixing MS Powder Coated, 750mm height, 100mm dia, thickness 3mm bollards as per drawing including fixing with a MS base plate of size 150x150x6mm.Edge shall be smoothened as directed by Engineer in charge. All MS components are in MS Powder Coated finish, made using modern, automatic machines like CNC machine, robotic welding, laser cutting, water jets etc. The rate shall includes cost and conveyance of all materials, base plate ,screws ,bolts , fabrication, transportation, cutting and making good the floors, loading and unloading, handling of machineries all electrical charges etc. labor charges, lead, lift etc. complete as directed by Engineer-in-Charge. |
| 78 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 79 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 80 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 81 | Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. |
| 82 | Providing and laying factory made chamfered edge Cement Concrete paver blocksin footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 83 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required 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. |
| 84 | Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete |
| 85 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 86 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvillinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-incharge.a. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 87 | 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 |
| 88 | 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 |
| 89 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 90 | PART A - CIVIL WORKS - WAY FINDING SIGNAGE & MARKERS |
| 91 | 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 |
| 92 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 93 | Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width |
| 94 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 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. |
| 95 | Providing and fixing reflective road studs (Raised Pavement Marker) of \" category A\" made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector : |
| 96 | 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 |
| 97 | 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 |
| 98 | Flexible Hazard Marker 30cm x 30cm Hazard Marking on the surface of trees,concrete,Masonry etc using Aluminium backed flexible presmatic (AFP) SHEETING CONSISTING OF Yellow colored flexible presmatic sheeting non-metallic presmatic lens as recto reflective elements and conforming to ASTM D 4956-09 Type IV specification values for reboundable sheetig with printed arrow /Slant line pattern in black colour. AFP sheeting laminated at the back with a 50 micron thick Aluminium (AI) foil with pressure sensitive adhesive and liner and shall not crack when tested for flexibility as per section S2.2.2 of ASTM D 4956-09 including application on any surface with adhesive as recommended by manufacturer and ceiling the edges all around with epoxy based structural adhesive to resist any peel-off. |
| 99 | Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801. 300 mm x 900 mm |
| 100 | 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 x 60 cm square |
| 101 | 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 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 high octagon |
| 102 | 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. |
| 103 | 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 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. 50cmx 60 cm rectangular (Single chevron etc.) |
| 104 | PART A - CIVIL WORKS - LANDSCAPING |
| 105 | Supplying and stacking of good earth at site including royalty and carriage upto 5 k.m. lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 106 | Supplying and stacking sludge at site including royalty and carriage upto 5 k.m. lead complete (sludge measured in stacks will be reduced by 8% for payment). |
| 107 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 k.m. lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 20 mm |
| 108 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-incharge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 109 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-incharge |
| 110 | Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded). |
| 111 | Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, with sprinkler and maintenance for 30 days or more till the grass established properly as per direction of officer in charge. |
| 112 | Providing and displaying Vinca different colour 6 to 8 well developed branch in full bloom stacked with green painted Bamboo stick in 25 cm Earthen Pot/Plastic Pot on already developed flowering bed as per the direction of Engineer in Charge |
| 113 | Providing and displaying Ixora coccinia well developed with fresh and healthy bushyplant in full bloom 60cm height on already developed flowering bed as per the direction of Engineer in Charge |
| 114 | Supply and stacking of plant Jasminum Sambac species of height 45cm as per direction of the officer-incharge |
| 115 | Supply and stacking of plant Tabernaemontana divaricata (Chandni double) of height 90-105cm., bushy in big size HDPE bag as per direction of the officer-in-charge. |
| 116 | Providing and watering of irrigation water through water tanker of Horticulture features i.e. tree, shrubs, hedge/edge, ground cover etc. at the site of work. Water tanker having 5000 lit.capacity with one labour for watering i/c cost of water, filling of tanker, watering at site with all leads and lifts as per direction of officer-in-charge.Cost of 5000 Ltrs for Each Trip |
| 117 | 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) |
| 118 | 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 |
| 119 | 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). |
| 120 | Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 121 | Supply and installation of Fibre Big Litre bin of capacity 120 ltr, including all rates etc. complete as per the direction of Engineer in charge. |
| 122 | Cleaning the existing fort wall by manually means and disposing of the waste materials and as per the direction of Engineer In-charge, for all leads including all lifts involve etc. complete. |
| 123 | Providing & laying Buffalo grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, with sprinkler and maintenance for 30 days or more till the grass established properly as per direction of officer in charge. |
| 124 | PART A - CIVIL WORKS - ADDITIONAL ITEMS |
| 125 | Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 126 | Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required150 mm dia |
| 127 | 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 |
| 128 | Cleaning of granite, CC interlock, tile surfaces as as per direction of the Engineer-in-Charge. |
| 129 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed withearth etc. and disposal of same, all as per the direction of Engineer-in-charge. |
| 130 | 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) |
| 131 | PART B - UTILITY SHIFTING - WATER SUPPLY LINES |
| 132 | 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).160 mm nominal outer dia pipes.(From KWA Data-100.9.11) |
| 133 | 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. NEW DATA (Prepared based on PHED SDB Vol II - Item No.1063)(As per KWA Data 100.41.26) |
| 134 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 100mm.(As per KWA Data-100.98.482). |
| 135 | Supply of PVC Pipe, 6kg/cm2, 160mm Dia.(As Per KWA DSR-100.98.216)-Conforming to IS4985-2000 |
| 136 | Supply of CIR JOINTS-160mm(Data as per KWA ) |
| 137 | Engaging Coolie for Controlling Valves (From KWA Data-100.98.1008) |
| 138 | Engaging Assistant Fitter or 2nd Class fitter(As per KWA Data-100.98.1010). |
| 139 | Engaging Fitter ( grade 1) for giving Interconnection and Rectification of leak during Works (From KWA Data-100.98.1009) |
| 140 | Inter connection to the branch lines from newly laid PVC main lines |
| 141 | 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.(As per data from KWA). |
| 142 | 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 Data derived from item no.18.31.1.1of DAR(As per KWA Data-100.31.1.2) |
| 143 | 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.(Data as per KWA Data-100.37.5.2) |
| 144 | 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.(as per KWA Data-100.37.5.1). |
| 145 | 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.(As per KWA Data-100.9.1) |
| 146 | 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.(Data as per the data from KWA). |
| 147 | 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) : 150 mm diameter. Class II\" Data derived from item no.18.31.3.2of DAR (As per KWA Data 100.31.2.4) |
| 148 | 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.(KWA Data-100.51.3). |
| 149 | Fabricating MS pipes of size 150mm (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.(As per KWA Data-100.37.6.1) |
| 150 | Fabricating MS flanges of diameter 150 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.(As per KWA Data-100.37.6.2) |
| 151 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 150mm.(KWA Data-100.98.484) |
| 152 | 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).90 mm nominal outer dia pipes.\" |
| 153 | Supply of PVC Pipe, 8kg/cm2, 90mm Dia Including all Specials.(KWA Data-100.98.223)-Conforming to IS 4985:2000 |
| 154 | \"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\"Observed Data derived from item no.18.31.of DAR(KWA Data-100.31.1.1) |
| 155 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.(KWA Data-100.98.457) |
| 156 | Supply of 560mm dia CI MH cover with frame.(Data as per KWA) |
| 157 | PART B - WATER SUPPLY WORKS - ADDITIONAL ITEMS |
| 158 | Fabricating MS saddle of size 700 mm (ID) with 100 mm bore using 8 mm thick MS plate. |
| 159 | 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.NEW DATA (Prepared based on PHED SDB - Item No.1070 |
| 160 | Providing lighting arrangements with generator and other necessary apparatus after conveyance to site including cost of fuel,lubricating oil and other for cost staff etc complete (Data as per the data from KWA). |
| 161 | Supply and Conveying 20mm ASTM Pipe (Rate as per date from KWA).Confirming to IS 4985:2000 |
| 162 | Pressure testing of already laid 90 mm uPVC pipe Item exclusively for UPVC pipes that were already laid but not pressure tested |
| 163 | PART C - UTILITY SHIFTING OF ELECTRICAL POWER SUPPLY LINES-MATERIAL |
| 164 | Supply of 500 kVA totally enclosed, outdoor dry type CSS with CCCT RMU with 6 nos outgoing on LT side. Make: Subjected to approval from KSEB. |
| 165 | Supply of 315 kVA CSS totally enclosed outdoor dry type unit with CCCT Rmu with 6 nos outgoing on LT side Make: Subjected to approval from KSEB |
| 166 | Supply of Metallic feeder pillar box with 300 amp LB SW on both ends 24 nos of O/G terminals (1ph)with SFU for giving service connections (16amp to 62amp as per requirement).provision for cable entry on both sides,cable connecting facilities, phase indicators,volt meter and ammeter,danger labeling etc Make: Subjected to approval from KSEB |
| 167 | Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 2x4 sq.mm |
| 168 | Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 185 sq.mm |
| 169 | Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 150 sq.mm |
| 170 | Supply of Cable Joint Kit ( 3x300 sq mm –Straight) |
| 171 | Supply of Cable Joint Kit ( 3x300 sq mm – End ) |
| 172 | Supply of one number PVC insulated single-core copper conductor cable of the following size 2.5 sq.mm |
| 173 | Supply of one number PVC insulated single-core copper conductor cable of the following size 4 sq.mm |
| 174 | Supply of one number PVC insulated single-core copper conductor cable of the following size 6 sq.mm |
| 175 | Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 32mm dia |
| 176 | Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 40mm dia |
| 177 | Supplyof following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 60mm dia |
| 178 | Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 90mm dia |
| 179 | Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 110mm dia |
| 180 | Provision for feeder pillar earthing (earth pipes, gi wires/plates, earthing Chemicals) |
| 181 | Supply of 1Ph dust & vermin proof and weatherproof FRP meter box with 16 Amps cut out fuse and neutral link |
| 182 | Supply of 3Ph dust & vermin proof and weather proof FRP meter box with 32 Amps cut out fuse and neutral link |
| 183 | Supply of 3Ph CT dust & vermin proof and weatherproof FRP meter box with 32 Amps cut out fuse and neutral link |
| 184 | Supply of 1.5mtr earth pipe for meter box earthing |
| 185 | Supply of 10SWG Copper earth wire |
| 186 | Provision for Transformer earthing using molecularly bonded copper of 99.9% purity on low carbon steel of length 3m, 20mm dia, along with earth enhancing mineral compound. |
| 187 | Supply of LT heat shrink straight jointing kit suitable for cables of size 6 sq.mm to 16 sq.mm. |
| 188 | Supply of LT heat shrink straight jointing kit suitable for cables of size 70 sq.mm to 120 sq.mm. |
| 189 | Supply of LT heat shrink straight jointing kit suitable for cables of size 150sq.mm to 240 sq.mm. |
| 190 | PART C - UTILITY SHIFTING OF ELECTRICAL POWER SUPPLY LINES-LABOUR |
| 191 | Provision for loading, unloading, and transportation of the materials |
| 192 | Cost of construction of foundation fixing anchor plates & commissioning of CSS type 500/315 KVA, transformer, earthing, cable mounting, and termination,pre-commissioning tests, etc |
| 193 | Laying of one number armoured aluminium power cable of 1.1KV grade of the following sizes in the existing HDPE pipe/duct as per the direction of the engineer in charge. 3.5 x 150 |
| 194 | Laying of one number armoured aluminium power cable of 1.1KV grade of the following sizes in the existing HDPE pipe/duct as per the direction of the engineer in charge. 3.5 x 185 sq mm |
| 195 | Laying of one number armoured aluminium power cable of 11KV grade of the following sizes in the existing HDPE pipe/duct as per the direction of the engineer in charge. 3 x 300 sq mm |
| 196 | Excavation of cable trench in all classes of soil and backfilling of the trench after laying cable (3.5x120mm sq), (3.5x150mm sq), (3.5x185mm sq) |
| 197 | Additional rate for excavation of cable trench in exceptionally hard condition(like ordinary rock)(3.5x120mm sq) , (3.5x150mm sq), (3.5x185mm sq) |
| 198 | Digging and laying LT 3.5 x 25 sq mm cable including providing HDPE pipe for looping cables from pillar box to consumer premises etc as per the direction of engineer in charge. |
| 199 | Digging and Laying LT cable 3.5x6 sq mm (Three-phase service connection & Street light) including providing HDPE pipe for looping cables from pillar box to consumer premises etc as per the direction of engineer in charge. |
| 200 | Digging and Laying LT cable 2x4 sq mm (Single-phase service connection) including providing HDPE pipe for looping cables from pillar box to consumer premises etc as per the direction of engineer in charge |
| 201 | Charges for giving street light connection |
| 202 | Charges for the erection of feeder pillar box (24 nos outgoings) including Plinth and earthing |
| 203 | Charges for doing straight joint on cables of sizes beyond 3x150 sq mm and up to and incl. 3x300 sq mm using the cable jointing kit supplied departmentally as per specification |
| 204 | Charges for doing one cable end termination on cables of sizes beyond 3x150 sq mm and up to and incl. 3x300 sq mm using the cable jointing kit supplied departmentally. |
| 205 | Shifting of single phase connection on newly erected meter box, including erection of meter box, earthing, wiring up to DB and other connections |
| 206 | Shifting of three-phase wp service connection on newly erected meter box, including erection of box, earthing, wiring up to DB and other connections |
| 207 | Surveying the cable route, Collecting consumers data, measuring cable length to consumers, Pole var details collection, Pillar box and Distribution box marking, preparing Sketch etc. |
| 208 | Charges for demolishing existing transformer plinth and clearing the debris |
| 209 | Dismantiling existing RMUS after disconnecting couplers,earthings,cable connections etc including transportation upto 4 km |
| 210 | Charges for rearranging existing RMUs after disconnecting couplers, earthing, cable connections, etc |
| 211 | Charges for dismantling existing transformer, distribution boxes and transporting to store |
| 212 | Charges for providing temporary supply arrangements by using spare transformer or existing transformer connecting all HT and LT cables, constructing temporary plinth, including transportation of transformer, etc |
| 213 | Doing straight joint on cables of sizes beyond 3.5x6 sqmm and upto and incl. 3.5x16 sq mm using the cable jointing kit |
| 214 | Doing straight joint on cables of sizes beyond 3.5x70 sqmm and upto and incl. 3.5x120sq mm using the cable jointing kit |
| 215 | Doing straight joint on cables of sizes beyond 3.5x150 sqmm and upto and incl. 3.5x240 sq mm using the cable jointing kit |
| 216 | PART C - ELECTRICAL ADDITIONAL ITEMS |
| 217 | Supply and fixing of 20mm size of medium class PVC conduit along with accessories in surface / resess including cutting the wall and making good the same in case of recessed conduit as required. |
| 218 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, 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) |
| 219 | Supplying and laying 32 mm X 6 mm G.I strip at 0.50 metre below ground as strip earth electrode, 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) |
| 220 | Supply, Installation, Testing and commissioning of LED steet light with output 120 lumen/W ,3000-6000 K with IP 66 protection, total output of 8000 lumen above LED Chip make Cree/Lumilled/Nichea with power factor >0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD <10%, power factor >0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer) |
| 221 | Supply installation testing and commissioning of Octogaonal Pole made of hot dip galvanised GI sheet 70 mm top diameter, 130 mm bottom diameter thickness 3mm base plate dimensions of 200x200x12 mm suitable for wind speed as per IS 875 Part III single arm bracket 0.5mt including connector foundation bolt 4 nos fixed in existing RCC foundation and junction box etc. complete 6 Meters |
| 222 | Operation and Maintenance |
| 223 | Maintenance charges of landscaping per month for first year |
| 224 | Maintenance charges of landscaping per month for second year |
| 225 | Maintenance charges of landscaping per month for third year |
| 226 | Maintenance charges of landscaping per month for fourth year |
| 227 | Maintenance charges of landscaping per month for five year |
| 228 | Maintenance charges of road work and other components except land scaping per month for fourth year |
| 229 | Maintenance charges of road work and other components except land scaping per month for fifth year |
AI Tender Summary
Tender Timeline
Oct 12, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 12, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Oct 22, 2022
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedOct 22, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 25, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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