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| 1 | S&F Steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-31 (9.00 metres long) complete all as specified and directed by Engineer -in- charge. |
| 2 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, laying of cable/pipe etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in any type of soil complete all as specified & directed by Engineer-in-charge. |
| 3 | All as per item No 2 but add to item No 2 for each additional 1.5m or part thereof in depth beyond the first 1.5 m complete all as specified & directed by Engineer-in-charge. |
| 4 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick soil complete all as specified & directed by Engineer-in-Charge. |
| 5 | Removing excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-charge. |
| 6 | Supply and laying DOUBLE WALL CORRUGATED (DWC) pipe 40 mm outer dIa 32 mm bore as per is 16205 part 24 cable protectionincluding all fitting as required complete all as specified & directed by Engineer-in-charge. |
| 7 | Supply and laying DOUBLE WALL CORRUGATED (DWC) pipe 75 mm outer dIa 63 mm bore as per is 16205 part 24 cable protectionincluding all fitting as required complete all as specified & directed by Engineer-in-charge. |
| 8 | Taking out LT UG cable of any size/any core complete all as specified & directed by Engineer-in-charge. |
| 9 | Supply ,laying, test and commissioning in repair of LT UG ,XLPE insulated, heavy duty, 1100V grade of size 10 Sqmm 4 core electric cable with aluminium conductor, served with an inner sheathing of PVC tape armoured eith galvanized steel wire or tape and overall PVC sheathed,laid in trench or passing through pipe, making all connection with and including provision of necessary glands, lugs,bushing etc as required including taking down old unservicable complete all as specified & directed by Engineer-in-charge of following size:-Note: Earthwork excavation DWC cable protection, GI protcetion pipe shall be measured and paid separately in their respective items complete all as specified & directed by Engr-in-Charge. |
| 10 | All as per item No 9.00 above but size 16 Sqmm 4 core |
| 11 | All as per item No 9.00 above but size 25 Sqmm 3.5 core |
| 12 | All as per item No 9.00 above but size 50 Sqmm 3.5 core |
| 13 | Supply & fix in repair 40 mm bore GI tubing light grade in trenches or on pole for cable protection complete all as specified & directed by Engineer-in-charge. |
| 14 | Supply and fixing LED Street Light fitting of capacity 60 Watt, including making electrical connection to the fitting with suitable size of wire, having Pressure Die Cast Aluminium Housing, Ip-66 Having Efficiency Of ≥ 100 Lumens/Watt, Operating Voltage – 120 – 270 Volts, P.F ≥ 0.95, T.H.D < 10 % , Both Fixture And Driver Must Have ptted type and Separate BIS Marked Registration With Clearly Mentioned On Fixture & As Well As On Driver Also. The Fitting Must Be Suitable For 35 To 50 Mm O.D Mounting Pipe And Suitable For Mounting On Wall /Pole With Necessary Mounting Arrangements) Including Connecting Up With Three Core Twisted Flexible Copper Conductor Cable With Suitable Size, Mounting Pipe/Bracket , Nut, Bolts And Accessories Including Disconnected & Taking Down Old Unserviceable Light Complete. The Manufacturer Of The Led Fitting Shall Have Inhouse NABL Accrediated Lab & Contractor Shall Furnish Same Along With LM-79,LM-80, complete all as specified & directed by Engineer-in-charge. |
| 15 | Supply & Fixing only, galvanised iron bracket of 'light grade' pipe 40 mm bore, length 1.20m, bend to required shape with 2 Set clamps made of 40x6mm FI and suitable size of bolts, nuts & washers, etc duly painted with two coats of aluminium paint over a coat of red oxide primer and taking down old unserviceable iron brackets complete for fixing street light fittings complete all as specified & directed by Engineer-in-charge. |
| 16 | Supply and Fixing of pole mounted junction box of outer size 300x200x120mm made out of FRP body (hot mulded type) with IP-66 protection and locking with screws alongwith 6 Amp rating MCB SP-01 No, up to 50 Amp rated 4 pole connector suitable to insert the cable size up to 25 sqmm x 4 core -02 No and DIN rail suitable for mounting the MCB/Connector etc complete in side box and duly fixed with 25x3mm FI clamps with nut bolts of suitable size on steel tubular pole/PCC/RCC pole including cable glands, aluminum lugs/thimbles for incoming and out going cables and taking down old unsv complete all as specified & directed by Engineer-in-charge. |
| 17 | Supply and fix of PVC insulated, sheathed weather proof, Copper conductor of size 1.5 Sqmm sqmm, 3 core Including disconnected & taking down old unserviceable complete all as specified & directed by Engineer-in-charge. |
| 18 | S&F in repair Nature switch (using infrared sensor technology) based automatic street light control panel. The panel should be enough to take three phase load of 8 kw.Nature switch operation should be based on natural light luxes. required illuminance level switching ON is <=60 and for Switching OFF >=10 lux. the senser should be have a part night operation facility of min 4HRS to max 12 hrs. the senser along with suitable 3 phase load of 8 KW with 3 nos contactor 32 Amp, 3 Nos Incoming MCBs of 40 Amps and outgoing MCBs of 40 Amp and circuit wire copper of min 16 Sqmm and should be enclosed in a pole /wall mountig Rust proof, Electric shock proof, Termite proof and FR grade thermoplastic polycarbonate enclouser (with hinged lid) conforming to IP66 protection.The circuit should also have provision gor Manual or Auto operation complete all as specified & directed by Engineer-in-charge. |
| 19 | Material and labour for cutting the existing bituminious road / hard standing to size not exceeding 45 CM wide and depth not less than 45 cm for passing UG cable through GI pipe and making good the good distrubed surface and filled excavated material and 200 mm depth with plane cement concrete 1:3:6 type C1 using 20 mm graded aggregate complete all as specified & directed by Engineer-in-charge. |
| 20 | M&L in replacement of PVC conduit 20 mm, heavy duty rigid non metallic including of all tee, bends, elbows etc complete all as specified & directed by Engineer-in-charge. |
| 21 | S&F feeder pillar box out door tpye not less than 0.60 M x0.60 M x0.60 M made out of 3.15 mm thick CRCA sheet powder coated dust & vernin proof supported on angle iron frame 40x40x5 MM, with Incoming MCCB 4 pole, 200 Amp 415 Volts, 36 kA rupturing capacity ,with adjustable setting 80% to 100 % thermal magnetic release -01 No (Ics =100%Icu) and outgoing MCCB 160 Amp -01 nos and MCB TPN 63 AMP, 4 pole -01 Nos luminium bus bar 04 Nos vertivally fitted Aluminium strips rated capacity 300 Amp for netural supported on porcelain insulators including painting with two coats red oxide primer and pcc foundation including taking down of existing feeder pillar box complete all as specified and directed by Engineer-in-charge. |
| 22 | M&L for bore earthing not less than 250 mm dia 16 feet deep filled with black soil up to 7 feet from bottom complete with galvanized iron pipe 40 mm bore medium grade 3 meter long tapers at bottom & provided 12 mm holes (staggered) at 75 mm centre to centre up to 2.5 meter of length from bottom , burried directly in ground filled with 45 cm alternate layer of chemical magnisium sulphate & salt up to ground level connected to galvanized iron strip 32 x 6 mm as earthing lead by means of bolt and nut, check nuts and washer of galvanized iron or steel including brazing work and 40mm dia light grade pipe for earth lead protection and testing on completion and including taking down of existing bore earthing complete all as specified and directed by Engineer-in-charge. |
| 23 | M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate in foundation for PCC poles/struts including necessary form work complete all as specified & directed by Engineer-in-charge. |
| 24 | M & L for plain cement concrete (1:4:8) type D-2 using 40 mm graded stone aggregate in foundation of stay assembly including necessary form work complete all as specified & directed by Engineer-in-charge. |
| 25 | M&L for plain cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) for pedestal/coping/plinth of poles, including necessary form work finished even and smooth without using extra cement complete all as specified & directed by Engineer-in-charge. |
| 26 | M&L for epoxy self levelling 3mm thickness flooring manufactured by CHEMSOL POLYMERS INDUSTRIES P.L. Products used. Primer CHEMBASE 150, Screed : CHEMBASE 150 + Aggregate & CHEMTOP 1000 top coat.Surface preparation : Grinding of all rough edges to make flush with the surface, roughening smooth surfaces by mechanical means to create a key for better adhension. cleaning the surfaces to remove all dust. dirt and loose particles and contaminants. Surface will have moisture content less than 4% as specified by manufacturer.Flooring process : Mixing and applying surface primer CHEMBASE 150 to 0.2mm thickness, followed by screed at 1.8mm thickness, Application of CHEMTOP 1000 top coat using a surface trowel to achieve 1mm thickness. Then gently roll the surface using a spike roller to remove entrapped air etc as per manufacturers specification. Total system thickness achieved will be 3mm above the substrate. |
| 27 | Demolition of cement concrete un-reinforced in ground floors and pavings n.exc 15cm thickness complete all as specified & directed by Engineer-in-charge. |
| 28 | M&L for providing 75 mm thick PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate ) as in sub base of flooring complete all as specified & directed by Engineer-in-charge. |
| 29 | M&L cement concrete (1:2:4) type B-0 (using 12.5 mm graded stone aggregate) 25 mm thick as in floor for receiving screed bed complete all as specified & directed by Engineer-in-charge. |
| 30 | M&L for 40 mm thick mastic asphalt wearing coarse with paving grade bitumen (PMB-40) meeting the requirement as specified prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen pre coated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 Cum per 10 Sqm and at an approximate spacing of 10cm centre to centre in both direction pressed into surface when the temperature of the surfaces is not less than 1000 C protruding 1mm to 4mm over mastic surface complete all as specified & directed by Engineer-in-charge. |
| 31 | S&F Steel windows or ventilators, fixed type, with glazing bars complete all as specified & directed by Engineer-in-charge. |
| 32 | Excavating in any type of soil post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified & directed by Engineer-in-charge. |
| 33 | Removal of surplus soil not exceeding 100 metre and depositing where directed at a level not exceeding 1.5 Metre above the starting point complete all as specified & directed by Engineer-in-charge. |
| 34 | M&L for PCC 1:3:6 type B2 (using 40mm graded stone aggregate) as in mass filling / foundation filling etc complete all as specified & directed by Engineer-in-charge. |
| 35 | Supply only 3.5mm thick PVC Coated chain link fencing mesh with 50mm mesh hole any size or type complete all as specified and directed by Engineer-in-charge.Note :-Fixing only PVC coated chain link fencing, steel round bars for protection will measured and paid separately. |
| 36 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails straining bolts, etc including provision of binding wire complete as specified & directed by Engineer-in-charge. Note :-Supply only chain link fencing will measured and paid separately. |
| 37 | S&F for mild steel round bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality confiorming to round bars Fe-410-W (Gde.E-250) quality A- or Fe 290 (Gde-E-165) complete all as specified and directed by Engineer-in-charge. |
| 38 | S&F, Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified & directed by Engineer-in-charge. |
| 39 | S&F mild steel flat iron for securing of chain link fencing conforming to Fe 290 Gde E-165 in post and strut in fencing including fabrication i.e. cutting tops drilling holes notching for wire welding etc..complete all as specified & directed by Engineer-in-charge. |
| 40 | S&F mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square not.exc 30cm long, diameter of neck n exc12 mm complete all as specified & directed by Engineer-in-charge. |
| 41 | S&F in repair Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and directed by Engineer-in-charge. |
| 42 | M&L for preparation of new or previously untreated steel surface of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red- oxide, zinc chrome primer complete all as specified & directed by Engineer-in-charge. |
| 43 | M & L for preparation of new or previously untreated steel/iron surfaces including two coat of synthetic enamel (ordinary tint) paint over priming with red oxide, zinc of any description, not exc 10cm in width or girth, not otherwise described complete all as specified and directed by Engineer-in-charge. |
| 44 | M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) including Extra over stone walling for hammer dressing to face stones with maximum depression on face from straight edge not exc 20mm and dressing face beds and joints as specified to squared rubble walling, Jodhpur type brought upto courses etc complete all as specified and directed by Engineer-in-Charge. |
| 45 | M&L for rendering 15 mm thick readymade plaster on inner/outer walls with approved make by adding 17-19% of potable water by weight of material. For thickness above 15 mm it is recommended to be applied in multiple layers. Ready-mix plaster shall complies with IS 1661-1972, IS 2250-1965, IS 2402-1963 and confirms the Compressive strength @ 28 Days- 10-12 Mpa/ Bulk density- 1500-1600 Kg/m3 complete all as specified and directed by Engineer-in-Charge.Note :The rate quoted by contractor shall include cleaning of surface, application as per instruction and scaffolding upto 20mtr height. |
| 46 | M&L PCC (1:3:6) type C-1 (using 20mm graded stone aggregate) as in coping and bed blocks etc incl weathering slightly rounded or chamfered angles and throating as directed including form work complete all as specified and directed by Engineer-in-Charge. |
| 47 | M&L for New framed work as in doors or gates of angle Fe-410 W ( Gde-E-250) quality B or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive or steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
