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| 1 | CIVIL PART Cold Milling of Asphaltic Surface/Pavement (removal of BC/DBM - or any asphaltic material from road surface/concrete surface) so as maintain surface below shape, slope and undamaged workable to lay fresh layer of asphaltic material in line, level, size & depth including transportation and disposal of removed material from site for all lift and leads, cleaning of surface and making good for asphalting work including local repair of damages/distress occurred after milling complete as per direction of Engineer-in-charge. |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.(A) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for all leads and lifts, complete as per directions of Engineer-in-charge. (The item isapplicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.)The rate includes the dumping & disposal charges of C&D processing plants authorised by Govt. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge.(a)All kinds of soil. |
| 5 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1⁄2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m :(a) All kinds of soil |
| 6 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 7 | Construction of Granular Sub-base by providing close graded material confirming to specification, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with mortor grader on prepared surface and compacting with viberatory power roller to achieve the desired density, complete as per specifications and directions of Engineer-In- charge (a)With material confirming to grade-III (Size range 75mm to 0.075mm) having CBR value- 30. |
| 8 | Construction of granular sub-base carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratorypowerrollertoachievethedesireddensity,completeasper specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30. (Providing close graded Material conforming to specifications free of cost will beprovided by the department). |
| 9 | Providing, layering, spreading and compacting graded stone aggregate (size range 53mm to 0.075mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finishers 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 |
| 10 | Laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification 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. (Graded Stone aggregate Material (size range53 mm to 0.075 mm )conforming to specifications free of cost will be provided by the department) |
| 11 | stone aggregate of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specification to achieve the desired compaction and density, complete as per specification and directions of Engineer- In- charge:(A) 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentege by weight of total mix) and lime filler @ 2% (percantage by weigth of aggregate) prepared in Drum type Hot mix Plant 60-90 TPH capacity. |
| 12 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion(a) On W.B.M / W.M.M. @ 0.4kg/sqm |
| 13 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :(a) On bituminous surface @ 0.50 Kg / sqm |
| 14 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as perdirections of Engineer- In- charge: (A) 40/50 mm compacted thickness with bitumen of grade VG-30 @5.5% (percantage of weight of total mix) and lime filler @3% (percentage by weight of aggregate) prepared in drum type Hot Mix Plant of 60-90 TPH capacity |
| 15 | Recycling pavement by cold miling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material of 30 per cent of the required quantity, hauling and stock piling the reclaimed material in recycling plant after carrying out necessary checks and evaluation, adding fresh material includingrejuvenators as required, mixing in a hot hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 519 complete as per specifications and direction of Engineer-in-charge. (Cold Miling Asphaltic Material and credit for salvage value of milled bitumenous concrete material shall be paid separately)a) 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @4.5% (percentage by weight of total mix) and lime filter @2% (percentage by weightof Aggregate) prepared in Batch Type Hot Mix Plant of 120 TPH capacity. (No extra pament would be admissible for use of extra bitumen if variation is on higher side beyond 4.5% of weight of Total Mix). |
| 16 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T & P, cleaning the road surface of all dirt,seals, oil, grease and foreign material etc. complete as per direction of Enginner- In- charge and accordance with applicable specifications |
| 17 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortor 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. asper direction of Engineer- In- charge (length of finished kerb edging shall be measured to calculate volume for paymets. (PrecastC.C Kerb stone shall be approved by Enginner- In- charge) |
| 18 | Making bell mouth opening/ entrance of size 100x50x50cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) forshape of bell mouth, including plastering providing and fixing precast R.C.C/ S.F.R.C slab including plastering with cement mortor 1:3 (1 cement: 3 fine sand) of 6mm thickness on exposed surfaceof the slab & bell mouth including centering, shuttering & neat cement punning inside the bell mouth etc. all complete |
| 19 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (A) 450 mm dia RCC pipes. |
| 20 | Providing, laying and making kerb channel 30 cm wide and 50mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Enginner- In- charge |
| 21 | Providing and laying factory made chamfered edge cement concerete paver block in footpath, parks, lawns, driveways or light traffic parking etc, of required strength, thickness & size/ shape, made bytable vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver block into the sand bedding layer through vibratory compaction by using plate viberator, filling the joints with sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand. complete as per direction of Enginner- In- charge: (A) 80mm thick cement concrte paver blockof M-35 grade with approved colour, design and pattern. |
| 22 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm 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 20 mm 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-in-Charge |
| 23 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : (A) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 24 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (A) 900 mm dia RCC pipes. |
| 25 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : (A) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufactureProviding and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (A) 900 mm dia RCC pipes. |
| 26 | Providing and laying in position ready mixed or site batched design mix cement concrte for reinforced cement concrete work, using coarse aggregate and fine aggregate derieved from natural sourcs, portlandpozzolona/ ordinary portland/portland slag cement, sdmixture is recommended proportion as per IS:9103 to accelerate/retard setting of concret, to improve durabilityandworkablility without impairing strength, including pumping of concrete to site of laying, curing cariagefor all leads, but excluding the cost of centering, shuttering and finishing ad per direction of the Engineer-In-charge, for the following grade of concrete. Note: Extra cement upto 10% of the minimum specified cement content in design mx shall be payable seperatly. in case the cement content in design mix is mor than 110% of the minimum spedifid cement content, the contarctor shall have discretion to either re-design the mix or bear the cost of extra cement.: All Work upto plinth level: Concrete of M30 grade with minimum cement content of 2350kg/ cum |
| 27 | Steel reinforcement of R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically treated bars of grade Fe- 500D or more. |
| 28 | Centring & Shuttering including strutting, propping etc. and removal of from for: (A) Foundation, footings, bases of columns etc, for mass concrete. |
| 29 | Centring & Shuttering including strutting, propping etc. and removal of from for: (A) Walls (any thickness) including attached pilasters, buttressee, plingth and string course |
| 30 | Centring & Shuttering including strutting, propping etc. and removal of from for:(a) Suspended floors, roofs, landings, balconies and access platform |
| 31 | Centring & Shuttering including strutting, propping etc. and removal of from for:Edges of slabs and breaks in floors and walls(a) Under 20 cm wide |
| 32 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge (a) hard rock ( blasting prohibited) |
| 33 | Carriage of excavted rock by mechnical transport i/c loading, unloading and stacking (a) upto lead of 1.00km |
| 34 | Carriage of excavted earth by mechnical transport i/c loading, unloading and stacking (a) upto lead of 1.00km |
| 35 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality (A) Circular shape 560 mm internal dia (EHD-35) |
| 36 | Manufacturing, supplying and fixing retro reflective sig board madeupof 2mm thick aluminium sheet, face tobe fully covered wit high intensity encapsulated type heat activated retro reflective sheeting confirming to type- IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, meaasge (bi-lingual), symbols and border etc. as per IRC: 67-001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure confirming toclass- 2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @20cm to back support frame od M.S angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S angles of size 35x35x5 mm to a vertical post made up to M.S Tee Section ISMT 50x50x6 mm weldedwith base plate of size 100x100x5 mm at the bottom end and including making holes in pipes , angles flats, providing & fixing M.S mesage plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand &manufacture over priming coat ox Zinc chromate yellow colour (vertical MS-Tee support o be painted in black and white colour). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over nad including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer- in Charge.(B)Cautionary/ warning sign board of equilateral traingular shape having each side of 900mm with support length of 3650mm |
| 37 | Manufacturing, supplying and fixing retro reflective overhead signagboards made up of 2 mm thick aluminium sheet, face to be fullycovered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC: 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.( Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).(A) Overhead informatory road signage . |
| 38 | Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge |
| 39 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/- 5) degrees to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction ofEngineer-in-charge. |
| 40 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., 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. (A) Hot finished welded type tubes . |
| 41 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 42 | Horticulture partTransplantation of trees with in a distance of 2km including excavation around existing tree, pruning of branches, lifting, loading and transportation of existing tree, digging pits for placing tree at new place, adding manure, sand, fertilizer, hormones and bio fertilizer to it. Levelled and neatly dressed and disposal of surplus materials from old existing and new sites to designated place. Each tree should be firmly secured to the stake so as to prevent excessive movement, flooding with water, treatment of roots, rope and gunny bags as per direction of the officer incharge. T&P and all required materials shall be arranged by the contractor and nothing extra shall be paid on this account.(a) Girth of tree shall be measured at a height of 1 m above ground level. |
| 43 | Girth of trees upto 50 cm |
| 44 | Girth of trees above 50 cm &upto 90 cm |
| 45 | Girth of trees above 90 cm &upto 150 cm |
| 46 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. |
| 47 | Beyond 30 cm girth upto and including 60 cm girth |
| 48 | Beyond 60 cm girth upto and including 120 cm girth |
| 49 | Electrical partSupplying, installation, testing and commissioning of HOT Dip galvanized octagonal steel pole of11 mtr height and made of 4 mm thick sheet,having bottom 200 mm OAF & top 100 mm OAFprovided with welded base plate of size 320 mm x 320 mm x 20 mm thick with built in connector control box of 1.0 meter above the base plate completewith 250mm wide 3 mm thick hot dip galvanised MS stripin octagonal shape welded permanenty around on window cover/junction boxi/c providing L-hook just below the M.S. strip provided on juncion box/cover box of suitable projection from the pole shaft to prevent the movable junction/cover box going down to the base plate and making a suitable size of hole on above (300 mm approx) of junction /cover box to hold the junction/cover box during the maintenance i/c covering with MS cover arrangement the hole to prevent entry of rain water through it, complete as per drawing & technical specifications attached & providing following accessories with mounted inbuilt control box having flush cover with 2 nos. mounting strips with tapped holes on existing RCC foundation with bolt and nuts, making connections, interconnections with suitable size of copper wire with thimble/lugs in the connector box, earthing, marking/ numbering of pole etc. complete as per drawing & technical specifications attached including following accessories with mounted inbuilt control box. (a). 6mm thick phenolic laminated/Bakelite sheet inside the window mounted on the existing mounting strips inside the flush door.(b). 1 no. 63 Amp terminal block suitable forfollowing conductor / cable, fixedonDIN channels i/c providing and fixing DIN channel of suitable length – on the existing phenolic laminated / Bakelite sheet.(i) 16 sq mm conductor – 2 nos. (incoming and outgoing looping) (ii) Terminal suitable for 6 SWG GI wire / 2.5 sq mm wire.(c).6 Amp,SP MCB,10 KA, ‘C’ Series – 1 no. including mountings on DIN channel, Earth stud 2 Nos. welded at suitable height i/c washers, springs washers & nuts etc.(d) Suitable arrangement for saddling of incoming / outgoing cables. |
| 50 | Providing and laying in position, M25 reinforced cement concrete foundation of size 750 mm (L) x 750 mm (W) and 1800 mm (D)/ 900 mm (L) x 600 mm (W) x 1800 (D) i/c excavation of earth, providing cutting, bending and placing in position reinforcement of cold twisted bar of 12 mm dia. 1960 mm long (approx.) – atleast 8 Nos. and reinforcement ring of cold twisted bar of 10 mm dia. 2800 mm long (approx.)- atleast 10 Nos. (with 150 mm spacing) i/c supplying of 4 Nos. M-24 x 800 mm long (150 mm top threaded & whole galvanized portion) M.S foundation bolt (EN 8-grade) with 4 Nos. nuts and 4 Nos. washer, bolt along with 2 Nos. templates/Anchor plate of size 320 mm x 320 mm x 4 mm thick having 4 Nos. 24 mm dia. holes to match with PCD of poles base plate with positioning of foundation bolts and providing 75 mm (OD) 2 Nos. DWC pipe for cable entry/exit, plastering & painting the foundation above the ground level etc complete as required.Note: Foundation size may change depending on actual site conditions and the design of the same shall be get approved by Engineer in-charge |
| 51 | Supplying, installation, Testing & Commissioning of Street light LED fixture, powder coated pressure die cast aluminum body with built in or separate driver as per the requirement with Driver efficiency >85%, (System lumen efficacy >135 lm/Watt), Input voltage: 140-270 Volt AC, freq 50/60 hz, Operating temp range -15 deg to 50 deg centigrade, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2 , P. F.≥0.95, IP66,IK-10, CRI >80 , under voltage and over voltage protection,EMIEMC as per CISPR-15, lenses for beam angle as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time (LED,Driver& electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report , CCT 3000°K /4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , SDCM(Standard Deviation Color Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c connections with 1.5 sq mm FRLS, PVCinsulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test report from NABL lab for all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminum housing such that LED junction temperature shall not rise above 90°C)a) 150Watt |
| 52 | Supplying, installation, testing & commissioning of floor mounted free standing type L.T. cubical main feeder pillar (outdoor type) with 200 Amps4 strips Al. bas bars, cable alleys , IP:54 rating dust and varmin proofduly compartmentalizedsuitable to accommodate the incoming and outgoing switch gears, made out of 2mm thick MS CRCA sheeti/c providing 40 mm x 40 mm x 5 mm thick MS angle iron frame work all around for mounting 4 nos. x 750 mm long 40 mm x 40 mm x 5 mm thick angle iron legssuitably grouting inCC foundation of 1:2:4 ( 1 Cement : 2 Coarse sand: 4 graded stone aggregate20 mm nominal size with 750 mm deep ( 450 mmin ground and 300 mm above ground level and foundation size exceeding 150 mm on all sides of feeder pillar baseand connections, inter connectionswith suitablerating copper wires/strips, thimbles/lugs, earthing the body, painting etc complete with followingswitchgears and accessories as requireda) 100 A,30KA,FPMCCB- 1 No (in comer) & 63 amp , 30KA ,FPMCCB - 2 No (out comer)b) Compartment having space for DISCOM energy meter with 6mm thick Bakelite sheet for mounting energy meter.c) Volt meter (0-500V) 96 Sq.mm with selector switch – 1 Setd) Amp-meter (0-100A) 96Sq.mm with selector switch & 100/5 Amp ratio CT\"s – 1 Sete) Indication Lamp (RYB) with control MCB fitting- 1 set.f) 20/32 amp DP MCB,’C’ Series 10 KA, (out going circuit)- 9 Nos.g) 6 amp SP MCB – 1 No.h) Power contactor, 3 pole, 110 Amp. -1 No. i) Astronomical Timer switch – 1 No.j) Auto/Manual toggle switch – 1 No.k) 200 amp, 4 strip aluminium busbar – 1 Setl) Danger Notice plate – 1 No.m) 6 Pin 15 A Switch / Socket outlet - 1 Setn) Lighting inside the feeder pillar Note: Foundation shall be made as per site requirement for which nothing extra shall be paid. |
| 53 | Supplying & fixing of following type hot dipGalvanized minimum 1500 mm long bracket (to be installed at 11 mtr height pole) made out of suitable sized round pipe B-Class on octagonal pipe (3.60 mm Thick), 60 mm outer dia with 400 mm longgalvanized overhang with tightening bolts etc. as reqd. Tilt angle shall be around 10degree. |
| 54 | a) Single arm bracket |
| 55 | b) Double arm bracket |
| 56 | c) Triple arm bracket |
| 57 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. a) 3 x 1.5 sq. Mm |
| 58 | Supplying of following size of XLPE insulatedaluminium Conductor having stranded wire armourd power cable of 1.1 KV grade i/c making, connection testing etc. as reqd. |
| 59 | a) 2C x 16 sq.mm |
| 60 | b) 3.5C x 35 sq.mm |
| 61 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.a) Upto 35 sq. Mm |
| 62 | Supplying and laying of following sizeDWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming toIS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. i) 90 mm dia (OD- 90mm & ID-76 mm nominal) |
| 63 | Earthing with G.I earth pipe 4.5 mtr. Long,40 mm dia i/c accessories and providing masonry enclosure with cover plate, having locking arrangement and watering pipe etc. with charcoal or coke & Salt as reqd. |
| 64 | Providing & Fixing25 mm X 5 mm G.I Strip on surface or in recess for connection etc. as required. |
| 65 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. |
| 66 | Total of all Civil DSR items |
| 67 | Applying GST correction factor @ 0.973 on all Civil DSR items) |
| 68 | Total of all Civil non-DSR items) |
| 69 | Applying GST correction factor @ 0.973 on all Civil non-DSR items)-A |
| 70 | Total of all Hort items- B |
| 71 | Total of all Electrical DSR items |
| 72 | Applying GST correction factor @ 0.973 on all Electrical DSR items) |
| 73 | Total of all Electrical non-DSR items) |
| 74 | Applying GST correction factor @ 0.973 on all Civil non-DSR items)-C |
| 75 | Total of DSR (Civil+Electrical)-D |
| 76 | Adding Cost Index on DSR item Except Hort @ 3%- E |
| 77 | TOTAL (A+B+C+D+E) |
