Public Works Department-PWD has published Construction Of Connectivity Between Anand Vihar Bus Terminal And Road No . 56 ( Balance Work ) . . Submission Date for this Tender is 26-02-2021. Civil Work Tenders in E.E. PWD M-211, NH-24, 2nd NIZAMUDDIN BRIDGE DELHI Delhi. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of connectivity between Anand Vihar Bus Terminal & Road No. 56 (Balance Work). | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | “CIVIL WORK”\nEarth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.1 | All kinds of soil | 2279 | cum | |
| 3 | 2 | Extra rates for quantities of earthwork in excavation : | |||
| 4 | 2.1 | In or under foul position, including pumping out water as required | 656 | metre depth | |
| 5 | 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 760 | cum | |
| 6 | 4 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | |||
| 7 | 4.1 | All kinds of soil | 656 | cum | |
| 8 | 5 | Extra for laying concrete in or under foul positions including pumping out water as required. | 131 | cum | |
| 9 | 6 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.\nNote : 1) Excess/less cement used than specified in this item is payable/recoverable separately. | |||
| 10 | 6.1 | All works upto plinth level : | |||
| 11 | 6.2 | M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) | 362 | cum | |
| 12 | 7 | Centering and shuttering including strutting, propping etc. and removal of form for : | |||
| 13 | 7.1 | Foundations, footings, bases of columns, etc. for mass concrete | 55 | sqm | |
| 14 | 7.2 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1564 | sqm | |
| 15 | 7.3 | Suspended floors, roofs, landings, balconies and access platform | 500 | sqm | |
| 16 | 7.4 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 92 | sqm | |
| 17 | 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||
| 18 | 8.1 | Thermo-Mechanically Treated bars | 75750 | kg | |
| 19 | 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | |||
| 20 | 9.1 | Thermo-Mechanically Treated bars | 112500 | kg | |
| 21 | 10 | Extra for laying reinforced cement concrete in or under foul positions including pumping of water as required. | 288 | cum | |
| 22 | 11 | Extra for providing richer mixes at all floor levels. Note:- less cement over the specified cement content used is recoverable separately. | |||
| 23 | 11.1 | Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) | 153 | cum | |
| 24 | 11.2 | Providing M-35 grade concrete instead of M-25 grade BMC/ RMC. (Note : Cement content considered in M-35 is @ 350 kg/ cum) | 1365 | cum | |
| 25 | 12 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using fly ash and cement content as per approved design mix, and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. NOTE- (1) Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS : 456. Uniform blending with cement to be ensured in accordance with clauses 5.2 and 5.2.1 of IS:456 -2000 in the items of BMC and RMC. | |||
| 26 | 12.1 | All works up to Plinth level. | BI01010001010000000000000515BI0100001113 | 702 | cum |
| 27 | 12.2 | All works above plinth & up to floor V level. | 748 | cum | |
| 28 | 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | |||
| 29 | 13.1 | Cement mortar 1:4 (1 cement : 4 coarse sand) | 3 | cum | |
| 30 | 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : | |||
| 31 | 14.1 | Cement mortar 1:4 (1 cement : 4 coarse sand) | 13 | cum | |
| 32 | 15 | Extra for laying stone work in or under foul position including pumping of water as required. | 148 | cum | |
| 33 | 16 | 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. | BI01010001010000000000000515BI0100001113 | ||
| 34 | 16.1 | Hot finished welded type tubes | 17454 | kg | |
| 35 | 17 | Steel 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. | |||
| 36 | 17.1 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 4004 | kg | |
| 37 | 18 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | 15696 | kg | |
| 38 | 19 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : | |||
| 39 | 19.1 | New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) | 246 | sqm | |
| 40 | 20 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | |||
| 41 | 20.1 | Two or more coats on new work | 561 | sqm | |
| 42 | 21 | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately). | 29 | sqm | |
| 43 | 22 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | |||
| 44 | 22.1 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 23 | cum | |
| 45 | 23 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | |||
| 46 | 23.1 | In cement mortar | 57 | cum | |
| 47 | 24 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 809 | cum | |
| 48 | 25 | 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: | BI01010001010000000000000515BI0100001113 | ||
| 49 | 25.1 | On W.B.M. @ 0.75 Kg / sqm | 2090 | sqm | |
| 50 | 25.2 | On bituminous surface @ 0.50 Kg / sqm | 18820 | sqm | |
| 51 | 26 | 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) degress 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 of Engineer-in-charge. | 900 | each | |
| 52 | 27 | Providing and laying Dense Graded Bituminous Macadam 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 to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. | |||
| 53 | 27.1 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 200 | cum | |
| 54 | 28 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. | |||
| 55 | 28.1 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5 0% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 200 | cum | |
| 56 | 29 | 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 to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. | |||
| 57 | 29.1 | 40/50 mm compacted thickness with bitumen of grade VG-40 @5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 890 | cum | |
| 58 | 30 | Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of 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 welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message 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 of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer--in-charge. | |||
| 59 | 30.1 | Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm | 20 | Each | |
| 60 | 30.2 | Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm | 20 | Each | |
| 61 | 31 | Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered 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 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). | |||
| 62 | 31.1 | Overhead informatory road signage | 47 | sqm | |
| 63 | 32 | 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 Engineer-in-charge and accordance with applicable specifications. | 375 | sqm | |
| 64 | 33 | Providing, laying and making kerb channel 30 cm wide and 50 mm 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 Engineer-in-charge. | 135 | Sqm | |
| 65 | 34 | Providing and laying 60mm 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 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 1980 | sqm | |
| 66 | 35 | Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. | BI01010001010000000000000515BI0100001113 | 177 | cum |
| 67 | 36 | Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately). | 656 | sqm | |
| 68 | 37 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, vacuum dewatering process finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. less cement used as per design mix is recoverable separately. | 76 | cum | |
| 69 | 38 | Construction of granular sub-base by providing close graded Material conforming to specifications, 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 motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | |||
| 70 | 38.1 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 266 | cum | |
| 71 | 38.2 | With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 | 266 | cum | |
| 72 | 39 | 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. | 532 | cum | |
| 73 | 40 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar 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-in-Charge. | BI01010001010000000000000515BI0100001113 | 117 | metre |
| 74 | 41 | 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 (1cement : 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. | 135 | sqm | |
| 75 | 42 | Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in charge. | 260 | sqm | |
| 76 | 43 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : | |||
| 77 | 43.1 | 250 mm dia. R.C.C. pipe | 80 | metre | |
| 78 | 44 | Credit for excavated surplus earth to be disposed off from site to any destination depend upon the agency and disposed earth will be the property of agency. | 1527 | cum | |
| 79 | 45 | Providing and laying stone matrix asphalt (SMA) using crushed stone aggregates of specified grading, prmixed with bituminous binder and lime filler and cellulose fiber transporting the hot mix to work site by tippers, laying with paver finishr equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per month specification (5th revision clause No. 515, complete in all respects and as per directions of Engineer-in-charge. | |||
| 80 | 45.1 | 40/50mm compacted thickness with bitumen of grade VG-40 @ 6% (percentage minimum by weight of total mix) and lime filler @ 6% to 10% (percentage by weight of aggregate) and bitumen coated cellulose fiber pellets @ 0.45 of total mix, prepared in batch type hot mix plant of 100-200 TPH capacity. (Cost of using Extra/ less bitumen over 6.00% shall be paid/ recovered separately as per approve job mix design subject to minimum 5.80% and maximum 6.20%) | 30 | cum | |
| 81 | 46 | “ELECTRICAL WORK”\n(1). Design, Supplying, Erection, Testing and Installation of continuously tapered multi faced and polygon cross-section of 30 mtr. high mast shaft with top dia 150 mm and bottom 540 mm, thickness 4/4/5 mm (top/middle/bottom section) length of each section 10500 mm Base plate 730 (Dia) x 32 mm (Thk) with Lantern Carriage, Head Frame, Double Drum 750 kg Winch, 6 mm ss Wire Rope (AISI 316), Intergral Power Tool of 1.5 HP Motor, EPR PCP 5Cx4 sq.mm round copper Tralling Cable, compensating disc, j stoppers, Mounting Plates, GI Lighting Arrestor, GI Junction Box, Handle complete with S/F twin dome aviation obstruction lights with two nos. 12 watt. LED Lamp with all other provisions for execution in conformation with detail technical specification:-\na) The mast shaft shall be in 3 sections of suitable sectional lengths with slip joints b/w various sections without any circumpherial welding hot dipped galvanized inside and outside in single dip, suitable for wind velocity as per Is : 875 port-III\nb) Double drum winch provided with raising and lowering device suitable for operation for with portable power tool for electrical operation with a remote control switch.\nc) Separate handle for manual operation of winch with a torque limiting device for safe ducking of carriage.\nd) Raising and lowering type lantern carriage designed to carry 12 nos. 180-200 watt. LED flood light fittings symmetrically mounted luminaries, control gear box, junction box and top pulley assembly with weather proof cover. \ne) 3 wire suspension system with steal wire rope of suitable size not less than 10 mm dia.\nf) Flexible copper power cable for connection of suitable size.\ng) Hinged service door in bore section, bore plale, earthing terminals.\nh) One no. heavy duty 1.2 mtr long hot dipped galvanized lighting finial | |||
| 82 | 46.1 | i) Earth work in excavation by mechanical means (hydraulic excavator/manual means in foundation trenches, i/c dressing of side and ramming of bottom, i/c getting out excavated soil. \nj) Providing & laying of in position RCC Cement concrete of specification 1:4:8 (1 cement: 4 coarse sand : 8 graded store of aggregate 40 mm) i/c centering & plasting adopting the soil bearing capacity of site at 10 T/Sq mtr. 1.1 mtr square at 2.3 mtr. below (or as per hight mast OEM Drawing) FGL suitable alongwith Foundation bolt 12 No. M30 X 850 mm with 5mm anchor & 3mm template nut washer complete etc. as required. | 4 | Each | |
| 83 | 47 | Febrication, Supplying, Installation, testing & Commissioning of outdoor type feeder pillar of minimum surface area 0.75 Sq. mtr. of thickness 300 mm deep made out of 2 mm thick CRCA sheet duly powder painted having hinged double door with locking arrangement for housing following switch gears i/c .supplying & fixing of following switch gears complete etc. as required.\n(i) 63 AMP TP Contractor (L & T Make) - 1 No. \n(ii) Single dial time switch - 1 No. (L & T Make)\n(iii) Raise Lower push button - 1 No.\n(iv) 35 Sq. mm Terminal for incoming - 1 No.\n(v) 16 AP & 2.5 Sq. mm Terminal for outgoing - 1 No.\n(vi) 63 AMP in comer TPN MCCB | 4 | Each | |
| 84 | 48 | S.I.T.C of 200 watt LED flood light fitting made out of pressure dia cast aluminium housing with toughfned glass, manufacturer's logo embosed on the housing (printing/stickers not allowed) and with separate compartment of lens and driver to make it IP-66 degree of protection, LEDs must have lense plates for better throw across and along the road with luminaire efficacy of greater than or equivalent 120 Lumen/Watt with 50000 burning hours and colour temperature 5700-6500K suitable for operation on 150 to 265 v single phase A.C supply, 50 Hz to be fixed on the top of High Mast fitting. The driver used must be a constant current driver with efficiency of =85% and driving current = 700 mA. The manufacturer should provide LM 80 reports alongwith warrantee of 5 years for luminaires i/c drivers etc as required. (Trilux Model No. LFLIND 20000-857 ET/LT Model No. T20057 F060/Philips Model No. BVP410 LED215 CWHENBFGS4XTFCL) | 48 | Each | |
| 85 | 49 | Fabrication, Supply and erection of flange mounted hot dip Galvanized Octagonal Poles of 12 mtrs. Height made from 3 mm thick HT Steel plate, having bottom dia of 210 mm. & top dia of 90 mm. Complete with window with flash cover at a height of 2.5 mtrs from the base for cable termination block etc. and galvanized base plate of size 310mm x 310mm x 20mm thick on existing cement concrete pedestal as required I/c supplying and fixing of the following in the window box providing for cable termination:- a)Fabrication, Supply and fixing 6 mm thick laminated mounted sheet inside the window mounted on and i/c providing and welding 3 nos. G.I strips 3mm thick of suitable length and having 10 nos. suitable size tapped holes as reqd. b) Supplying and fixing of 63 Amp termination block suitable links -5 nos. On DIN channel I/c pdg. and fixing DIN channel of suitable length - 2 nos. on the existing laminated sheet. C.)Supplying and fixing 6 Amp 10 KA, SPMCB,'C' Characteristics Curve - 1 nos. Earth stud 1Nos. Welded at suitable height two nos. washers, springs & nuts i/ c foundation bolt M 24x 580mm (j type) | 25 | Each | |
| 86 | 50 | Providing and laying in position M-20 reinforced cement concrete foundation of size 750 mm (L) x 750 mm (W) and 1800 mm (D) i/c excavation of earth, providing cutting, bending and placing in position, reinforcement TMT bars of 12 mm dia -1960 mm long (approx)-8 nos. and reinforcement ring of cold twisted bar of 8 mm dia - 2800 mm (approx) - 10 nos.(with 150 mm spacing) as required with positioning of foundation bolts (as per item below and) and providing 2 no. 90 mm (O.D.) DWC, HPDE pipe for cable entry and exit as reqd. | 25 | Each | |
| 87 | 51 | Replacement of existing old fitting by providing energy efficient LED Street light fitting Luminaries of rating 200 watts or more made with high pressure die cast aluminium housing with powder coated with lens, IP 66, suitable for operation on 150 to 265V single phase A.C. supply, having system efficiency 120 luman per watt. or more and colour temperature of 5500 K to 6000 K, CRI >70 with driver having power factor > 0.95, THD < 10% and efficiency > 85% potted driver should be IC Compliance, with minimum 10 KV surge protection, LED life shall be not less than 50000 burning hours, complete etc. cutting the socket from the existing pole bracket including connection testing & commissioning i/c dismantling of existing fitting in good condition and deposit at JE store etc. complete as required. (Trilux Model No. ENDURAINDG3 20000-857 ET 02/LT Model No. A22057 M000/Philips Model No. BRP322 LED202 CWNRFGS4XTFCLGR) | 30 | Each | |
| 88 | 52 | Supplying/Laying/Fixing of one number PVC insulated and PVC sheathed/XLPE Al. Conductor power cable of 1.1 KV grade of following sizes in the existing RCC/HUME/METAL pipe/ Duct/ Surface of Flyover as per instructions of The Engineer-in-Charge as reqd.\na) 4 x 16 Sq.mm\n\n | 300 | Mtr. | |
| 89 | 52.1 | b) 2 X 16 Sq. mm | 200 | Mtr. | |
| 90 | 52.2 | b) 4 X 25 Sq. mm | 100 | Mtr. | |
| 91 | 53 | Providing, boring and laying HDPE pipe of 120mm/125mm O.D. conforming to IS:4984 - 1995 with pressure rating of 4Kg/Sq.c.m by trenchless technology by using ditch-which machine for no dig method by making bore hole in horizontal direction across the road as per direction of Engineer-in-charge with moling equipment i/c jointing cleaning, roding of pipe, providing, suitable covers on mouth of pipe, excavation of pits of required size at a depth of 1.30 mtrs. to 2.00 mtrs i/c refilling etc. as reqd. | BI01010001010000000000000515BI0100001113 | 100 | Mtr. |
| 92 | 54 | Fabrication, supplying & fixing single/double galvanized arm bracket of suitable length and dia on the existing pole i/c tightening bolts etc. as reqd. (Design to be approved by Engineer-in-charge) | 200 | Kg. | |
| 93 | 55 | Fabrication, Supplying and installation of outdoor type cubical feeder pillar of suitable size not less than 300mm deep made out of M.S. sheet 2mm thick (14 SWG) duly compartmentalised having 4 strip busbars of 200amp capacity double door with two nos. godown locking arrangement for protection from rain, dust, duly fixed on M.S. angle iron frame work of size 50 mm X 50 mm X 6 mm (NS) 90 cm long legs out of which 45 cm duly grouted in cement concrete 1:2:4 (1 cement 2 sand :4 stone aggregate 20 mm) and having following accessories mounted inside the cubical panel i/c connection, inter connection with aluminum thimbles, earthing with two nos. earth studs duly painted with one coat of red oxide & two coats of superior quality enamel paint complete etc. as reqd. Supplying & Fixing of following accessorries in the existing cubical panel board/feeder pillar including connection testing etc. as reqd.\na) 100Amp. 16KA MCCB, Three pole with neutral link- 1 No.\nb) 63Amp. 16 KA MCCB, Three pole with neutral link-3 Nos.\nc) Digital Voltmeter 0-500 volt 96 sqmm flush type with selector switch - 1 set\nd) Dogital Ammeter 0-100 Amp 96 sqmm flush type with selector switch & 100/5 Amp ratio CTs. - 1 set\ne) Indication lamps (RYB) with MCB control - 1 Set of 3\nf) Power contactor 3 pole , 60 A, 415 volt (MNX-40/similar make) - 1 No.\ng) Astronomical timer (L&T) - 01 No.\nh) Danger notice plate - 1 No.\ni) Space for SCADA System - 1 No. | 2 | Each | |
| 94 | 56 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 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. | |||
| 95 | 57 | a) 63 mm (OD) nominal size (OD=63 mm, ID=51 mm) | 500 | Mtr. | |
| 96 | 58 | Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. | 6 | Mtr. | |
| 97 | 59 | Providing and lying earth connection from earth electrode with 6 SWG dia G.I wire in 15 mm dia G.I pipe from earth electrode i/c connection with G.I thimble excavation and re-filling as required. | 80 | Mtr. | |
| 98 | 60 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. | 120 | Mtr. | |
| 99 | 61 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing alongwith the existing surface/recessed conduit/Submain wiring/Cable etc. as required. | 1200 | Mtr. | |
| 100 | 62 | Add @16.84% on DSR items (i.e. s.no. 01 to 44) on Civil Work | 5.02431e+07 | dsr | |
| 101 | 63 | Less @9.50% on DSR items (i.e. s.no. 01 to 44) on Civil Work | BI01010001010000000000000515BI0100001113 | 5.02431e+07 | dsr |
| 102 | 64 | Add @16.84% on DSR items (i.e. s.no. 58 to 61) on Electrical Work | 75832 | dsr | |
| 103 | 65 | Less @9.50% on DSR items (i.e. s.no. 58 to 61) on Electrical Work | 75832 | dsr |
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