Kerala Road Fund Board Tender
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Kerala Road Fund Board - KRFB Tender
Consultancy Services
Eprocure
Opening Date21 Jan 2023
Closing Date31 Jan 2023
Tender Amount₹ 3,76,20,221
Costs
EMD
₹ 1,00,000Document Cost
₹ 9,759Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_KRFB_541521_2Bid Award Id
ViewTender No
KRFB/1425/2022-SE3Tender Authority
Kerala Road Fund Board ViewPurchaser Address
-Website
http://https://www.krfb.org/
GEM & Bid Advisory Services
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Documents
BOQ Items
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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
3.82
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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.
266.9
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M25 - Using Concrete Mixer
336.9
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Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
27.9
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Wrought Iron and Mild Steel Welded Work Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately.
12
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Taking out of existing drain slab and stacking within 1000m lead including all labour charges and miscellaneous expenses etc complete
68
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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)
2.34
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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
129.2
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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
34
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PART A - CIVIL WORKS - UNDER GROUND DUCTING OF UTILITIES
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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 1.2mm 0.2mm. 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 2.9mm 0.3mm. 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.
40.4
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Providing & laying in existing trench HDPE Power Duct of OD 160mm. It shall have three concentric layers viz. outer layer, middle layer and inner layer with ribs. The outer layer shall be made of HDPE material in red colour, middle layer shall be made of HDPE in translucent (natural) and the inner ribbed layer of solid permanent lubricant (PLB) i.e. Silicore.The inner surface of the multi channel ducts shall be straight ribbed & shall be of a configuration for faster installation of cables. 100% virgin HDPE raw material shall be used. No regrind shall be used and the duct shall be sourced from ISO 9001,14001,18001 and ISRS audited manufacturer only.One coupler every 12 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 2 Kg/cm2 for a minimum period of 2 hours. 2 End Plugs every 50 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.The rate is inclusive of required specials and fittings wherever necessarylaying should be as per design drawing technical specifications and directions of Engineer in charge
40.4
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Providing & laying in existing trench HDPE Power Duct of OD 225mm. It shall have three concentric layers viz. outer layer, middle layer and inner layer with ribs.One coupler every 12 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 2 Kg/cm2 for a minimum period of 2 hours. 2 End Plugs every 50 meters of pipe length shall be provided. End Plugs shall be used to seal the end of ducts so asto prevent any ingress of water/dirt etc.The rate is inclusive of required specials and fittings wherever necessary laying should be as per design drawing technical specifications and directions of Engineer In charge.
40.4
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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 Cement Concrete Grade M-15 & M-20 - By Mechanical Means
33.98
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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 Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means
40.5
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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 3m)
131.13
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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.
4.01
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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
11.4
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Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
2.96
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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.
10
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Providing & laying in existing trench HDPE Power Duct of OD 90mm. It shall have three concentric layers viz. outer layer, middle layer and inner layer with ribs.One coupler every 12 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 2 Kg/cm2 for a minimum period of 2 hours. 2 End Plugs every 50 meters of pipe length shall be provided. End Plugs shall be used to seal the end of ducts so asto prevent any ingress of water/dirt etc.The rate is inclusive of required specials and fittings wherever necessary laying should be as per design drawing technical specifications and directions of Engineer In charge.
852
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Supplying and laying of following size DWC 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)
632.4
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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
2
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Providing & laying 200/170 mm Double Walled Corrugated duct as per IS 16205 Part 24/BSEN-61386-24 with OD of 200 mm and a minimum ID of 170 mm shall be used for laying of streetlight power cables. The inner layer of the duct shall be of Silicore. The duct shall not crack under the compressive load test of 750N @ 5% deflection. The duct shall not crack or split at impact load of 5Kg dro pped from a height of 800 mm @ -5 degrees C. Color of the duct shall be Translucent (natural) ONLY. Both walls of the duct shall be translucent in color ONLY. 100% virgin HDPE raw material shall be used. No regrind shall be used and the duct shall be sourced from ISO 9001,14001,18001 and ISRS audited manufacturer ONLY.Couplers and End Caps shall be provided with ‘O’ Ring as per IP 67 for protection from water and soil ingress
500
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PART A - CIVIL WORKS -ROAD & JUNCTION IMPROVEMENT
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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
79.16
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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
2835
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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
244
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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
744.24
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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
413.75
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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.
185.4
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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.
1875
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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.
6180
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Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder( NRMB) @ 5.2 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(using 7% shredded plastic) For Grading - I ( 19 mm nominal size )as per 5.6.1.a
123.6
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Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 325 mm high in M 20 Grade PCC Using Concrete Batching and Mixing Plant 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
568
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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
37.26
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Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre
568
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Extra for additional lead of every 1 Km part thereof disposal of dismantled waste material by mechanical transport to approved municipal waste dumping yard,as per the direction of Engineer In-charge
205.42
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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
220
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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
348.48
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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.
90.8
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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
250
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PART A - CIVIL WORKS -FOOTPATH
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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
1216.25
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Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm
1039.4
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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.
64.5
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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
150
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Supplying and fixing of MS Powder Coated chain in between bollards including fixing in position etc. complete.6mm Thick.
500
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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.
500
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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 40 mm nominal size)
150
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Providing and fixing crash rated Retractable type hydraulic Bollard with Built‐in hydraulic pump having height min 1000 mm and dia min 220 mm with min 16 mm thickness including providing necessary cutting and concreating in road for providing foundation ,placing in it foundation of Depth 1600 mm(including Drainage System) the Raising/Lowering Time is 4-6 Sec & Impact Resistance was 656 KJ, the ramming capacity K4 Crash Rating(7.5 Ton truck travelling @ 48 km/hr as per PAS & DOS Standard).The steel grease is FE510, having has both manual & power operation in 440 V AC 3 Phase, the bollards is Compliant to IP 66 Standards, with finishing is Zinc coating (inside out), stainless steel cover,anti-corrosion treatment. Operating Temperature was Minus 20 to Plus 60 degree centigrade with operation cycles of more than Heavy duty work frequency with 10,000 maneuvers per day with life cycle Tested for life with at least 10 million operations. Bollard must have red LED light operated by solar panel mounted on the Top surface of the Bollards, Control Panel to Bollard to be fixed with in 50m distance and the rate is inclusive of all civil & eletrical works.
14
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PART A - CIVIL WORKS - Operation and Maintanance
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Maintanance charges of Landscaping per month for First Year
12
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Maintanance charges of Landscaping per month for Second Year
12
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Maintanance charges of Landscaping per month for Third Year
12
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Maintanance charges of Landscaping per month for Fourth Year
12
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Maintanance charges of Landscaping per month for Fifth Year
12
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Maintanance charges of road works and other components except landscaping per month for Fourth Year
12
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Maintanance charges of road works and other components except landscaping per month for Fifth Year
12
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PART B - UTILITY SHIFTING - WATER SUPPLY LINES
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Testing 350mm DI/CI pipeline with potable water to the required test pressure.br350 mm diabrObserved Data derived from item no.1024 of PHED DATA(Data as per KWA-100.35.6)
440
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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.(Data as per the data from KWA).
5
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Supply of 20mm ASTM Pipe.Rate inclusive of all specials (Data from KWA)
25
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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 IbrData derived from item no.18.31.1.1of DAR(As per KWA Data-100.31.1.2)
2
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Engaging Coolie for Contrilling Valves (From KWA Data-100.98.1008).
2
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Engaging Fitter ( grade 1)(From KWA Data-100.98.1009)
2
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FIXING AIR TRAP PARREL TO THE CONNECTION (Rate as per the data from KWA)
1
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
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 150mm.(KWA Data-100.98.484)
2
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INTER CONNECTION FOR THE BRANCH LINES USING SUITABLE TEE AND SPECIALS (Rate as per date from KWA)
1
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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.(KWA Data-100.51.3).
5
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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)
2
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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.(As per data from KWA).
1
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Inter connection of newly laid DI K9-350MM line with existing lines including dismantling existing lines,cost of necessary fittings required for interconnection work,all labour charges etc complete.(as per data from KWA)
1
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PART C - UTILITY SHIFTING OF ELECTRICAL POWER SUPPLY LINES -MATERIAL
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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 63amp as per requirement).provision for cable entry on both sides,cable connecting facilities, phase indicators,volt meter and ammeter,danger labeling etcbrMake: Subjected to approval from KSEBMake approval subjected to KSEB/SCTL/KRFB
2
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Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 2x4 sq.mm
345
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Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 6 sq.mm
4423
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Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 25 sq.mm
126
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Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 50 sq.mm
10
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Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 95 sq.mm
161
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Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 120 sq.mm
9
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Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 150 sq.mm
375
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Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 185 sq.mm
544
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Supply of one number Aluminium armoured XPLE HT cable of the following sizes as requiredbr3 x 150 sq.mm
300
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Supply of one number Aluminium armoured XPLE HT cable of the following sizes as required 3 x 300 sq.mm
480
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Supply of Cable Joint Kit ( 3x300 sq mm –Straight)
3
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Supply of Cable Joint Kit ( 3x300 sq mm – End )
2
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Supply of Cable Joint Kit (3x150 sq mm – Straight )
1
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Supply of Cable Joint Kit ( 3x150 sq mm – End )
1
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Supply of one number PVC insulated single-core copper conductor cable of the following size 2.5 sq.mm
555
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Supply of one number PVC insulated single-core copper conductor cable of the following size 4 sq.mm
303
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Supply of one number PVC insulated single-core copper conductor cable of the following size 6 sq.mm
30
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Supply of 20mm PVC pipe
513
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Supply of 20mm PVC bend, metal saddles, etc
1
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Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 32mm dia (suitable for cable sizes 3.5x6 & 2x4 sq.mm)
5081
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Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 40mm dia (suitable for cable sizes 3.5x25/10 sq.mm)
103
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Supplyof following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 60mm dia ( suitable for cable sizes 3.5 x 50 sq.mm)
44
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Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 70mm dia ( suitable for cable sizes 3.5 x 150 sq.mm)
23
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Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 90mm dia( suitable for cable sizes 3.5 x 185 sq.mm)
15
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Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 110mm dia ( suitable for cable sizes 3 x 300 sq.mm )
30
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Provision for feeder pillar earthing (earth pipes, gi wires/plates, earthing Chemicals)
13
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Provision for LT Cable Gland ( various sizes )
1
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Provision clamping Cable in duct ( sizes )
1
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Supply of Nuts and bolts (Various sizes)
22
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Supply of 1Ph dust & vermin proof and weatherproof FRP meter box with 16 Amps cut out fuse and neutral link
77
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Supply of 3Ph dust & vermin proof and weather proof FRP meter box with 32 Amps cut out fuse and neutral link
17
-
-
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Supply of 3Ph CT dust & vermin proof and weatherproof FRP meter box with 32 Amps cut out fuse and neutral link
1
-
-
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Supply of 1.5mtr earth pipe for meter box earthing
94
-
-
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Supply of 10SWG Copper earth wire
10
-
-
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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.
2
-
-
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PART C - UTILITY SHIFTING OF ELECTRICAL POWER SUPPLY LINES - LABOUR
-
-
-
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Provision for loading, unloading, and transportation of the materials (For all suppply of materials mentioned in BOQ from Item No. 10.01 to 10.47)
1
-
-
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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 engineer in charge. 3.5 x 120 sq mm
9
-
-
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Laying of one number armoured aluminium power cable of the following sizes in the existing HDPE pipe/duct as per the direction of the engineer in charge. 3.5 x 150 sq mm(LT)/ 3 x 150 sq.mm(HT)
375
-
-
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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
545
-
-
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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
480
-
-
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Excavation of cable trench in all classes of soil and backfilling of the trench after laying cable (3x300mm sq)
30
-
-
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Additional rate for excavation of cable trench in exceptionally hard condition(like ordinary rock) (3x300mm sq)
30
-
-
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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)
39
-
-
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Additional rate for excavation of cable trench in exceptionally hard condition(like ordinary rock)(3.5x120mm sq) , (3.5x150mm sq), (3.5x185mm sq)
39
-
-
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Digging and laying LT 3.5 x 95 sq mm cable icluding laying of HDPE pipe for looping cables from pillar box to consumer premises etc as per the direction of engineer in charge.
18
-
-
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Digging and laying LT 3.5 x 50 sq mm cable including laying of HDPE pipe for looping cables from pillar box to consumer premises etc as per the directions of engineer in charge.
26
-
-
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Digging and laying LT 3.5 x 25/ 3.5 x 10 sq mm cable including laying of HDPE pipe for looping cables from pillar box to consumer premises etc as per the direction of engineer in charge.
126
-
-
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Digging and Laying LT cable 3.5x6 sq mm (Three-phase service connection & Street light) including laying of HDPE pipe for looping cables from pillar box to consumer premises etc as per the direction of engineer in charge.
4423
-
-
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Digging and Laying LT cable 2x4 sq mm (Single-phase service connection) including laying of HDPE pipe for looping cables from pillar box to consumer premises etc as per the direction of engineer in charge
345
-
-
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Charges for erection of feeder pillar Box (15 nos outgoings) including Plinth and earthing
7
-
-
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Charges for giving street light connection
30
-
-
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Charges for the erection of feeder pillar box (24 nos outgoings) including Plinth and earthing
6
-
-
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Charges for doing straight joint on cables of sizes beyond 3x150 sq mm and up to and incl. 3x300 sq mm.
4
-
-
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Charges for doing one cable end termination on cables of sizes beyond 3x150 sq mm and up to and incl. 3x300 sq mm.
2
-
-
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Shifting of single phase connection on newly erected meter box, including erection of meter box, earthing, wiring up to DB and other connections
77
-
-
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Shifting of three-phase wp service connection on newly erected meter box, including erection of box, earthing, wiring up to DB and other connections
17
-
-
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EXTRA ITEMS - PART A - CIVIL WORKS - STORM WATER DRAINS
-
-
-
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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 and backfilling with approved material.
Ordinary Soil - Depth upto 3m - Mechanical Means
564.9
-
-
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Ordinary Soil - Depth upto 3 m - Manual Means
27.97
-
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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 Cement Concrete Grade M-15 & M-20 - By Mechanical Means
224.1
-
-
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EXTRA ITEMS -PART A - CIVIL WORKS - UNDER GROUND DUCTING OF UTILITIES
-
-
-
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
26.24
-
-
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EXTRA ITEMS -PART A - CIVIL WORKS -FOOTPATH
-
-
-
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Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.
51.25
-
-
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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 - Cement Concrete Grade M-15 & M-20. - By Manual Means
205.34
-
-
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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
28.14
-
-
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Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
35.77
-
-
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Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
42.22
-
-
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Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.
Granite work
200
-
-
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