Tender For Upkeeping Of Entire Right Of Way (Row) Excluding Main Carriageway Of Various Street Scaped Road Comes Under South Zone, Pwd, New Delhi. (Sh: Civil & Electrical Work).
Tender Overview
Project Description
Tender for Upkeeping Of Entire Right Of Way (Row) Excluding Main Carriageway Of Various Street Scaped Road Comes Under South Zone, Pwd, New Delhi. (Sh: Civil & Electrical Work).
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-Jun-2026 | Pre-Bid Meeting Notice | Other | 10-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Schedule of Quantity – Part – 1 |
| 2 | Providing comprehensive cleaning, sweeping, House keeping, washing, maintenance, preventive maintenance and upkeep services for Category–A urban roads whole complete ROW except carriageway including carriageway edges, cycle tracks, footpaths, paved areas, street furniture & other road furniture, electrical fixtures up to 8.0 metres in height, Electrical Poles, Panels, Cables & other Electrical Accessories, drainage systems, litter bins, road signage, structures, miscellaneous installations and the entire corridor area including deployment of the required manpower such as sanitation workers and helpers, wiremen, masons and helpers excluding horticulture works including all labour (duly attired in prescribed uniforms), machinery, tools and plants (T&P), consumables, materials and all chemicals (all chemicals used shall be compatible with the respective installations and fixtures and shall not cause any damage, deterioration or adverse impact on such assets). The work shall further include collection, transportation and disposal of waste at approved locations along with all incidental activities and charges necessary for the satisfactory execution of the services, complete in all respects, as directed by the Engineer-in-Charge. The item shall be measured and paid on a per kilometre per month basis. |
| 3 | Providing comprehensive cleaning, sweeping, House keeping, washing, maintenance, preventive maintenance and upkeep services for Category–B urban roads whole complete ROW except carriageway including carriageway edges, cycle tracks, footpaths, paved areas, street furniture & other road furniture, electrical fixtures up to 8.0 metres in height, Electrical Poles, Panels, Cables & other Electrical Accessories, drainage systems, litter bins, road signage, structures, miscellaneous installations and the entire corridor area including deployment of the required manpower such as sanitation workers and helpers, wiremen, masons and helpers excluding horticulture works including all labour (duly attired in prescribed uniforms), machinery, tools and plants (T&P), consumables, materials and all chemicals (all chemicals used shall be compatible with the respective installations and fixtures and shall not cause any damage, deterioration or adverse impact on such assets). The work shall further include collection, transportation and disposal of waste at approved locations along with all incidental activities and charges necessary for the satisfactory execution of the services, complete in all respects, as directed by the Engineer-in-Charge. The item shall be measured and paid on a per kilometre per month basis. |
| 4 | Providing comprehensive cleaning, sweeping, House keeping, washing, maintenance, preventive maintenance and upkeep services for Category–C urban roads whole complete ROW except carriageway including carriageway edges, cycle tracks, footpaths, paved areas, street furniture & other road furniture, electrical fixtures up to 8.0 metres in height, Electrical Poles, Panels, Cables & other Electrical Accessories, drainage systems, litter bins, road signage, structures, miscellaneous installations and the entire corridor area including deployment of the required manpower such as sanitation workers and helpers, wiremen, masons and helpers excluding horticulture works including all labour (duly attired in prescribed uniforms), machinery, tools and plants (T&P), consumables, materials and all chemicals (all chemicals used shall be compatible with the respective installations and fixtures and shall not cause any damage, deterioration or adverse impact on such assets). The work shall further include collection, transportation and disposal of waste at approved locations along with all incidental activities and charges necessary for the satisfactory execution of the services, complete in all respects, as directed by the Engineer-in-Charge. The item shall be measured and paid on a per kilometre per month basis. |
| 5 | Comprehensive Maintenance and Upkeep of Covered Rectangular / Pipe Drains, Manholes, and Gully Trap Chambers of various sizes by deployment of Super Sucker and High Pressure Jetting Machines to ensure smooth and unobstructed flow conditions at all times, including removal, handling and transportation of accumulated silt, debris, rubbish and similar materials.The work includes deployment of Super Sucker Machine mounted on minimum 28-ton GVW BS-VI chassis with 210 HP engine capacity, having minimum jetting capacity of 460 LPM at 150 bar pressure and minimum suction capacity of 8000 cum per hour, suitable for effective cleaning up to depth of 10 metre, along with 20 HP submersible pump set, electric control panel, 62.5 KVA diesel generator set, suction hose pipes with all necessary fittings. The scope further includes provision of required manpower comprising drivers, operators, sewer staff, and site engineer, along with all statutory compliances such as valid insurance, permits, fitness and pollution certificates, arrangement of diesel, lubricants, safety equipment, temporary barricading, mobilization and demobilization, and safe transportation and disposal of removed material at designated hazard-free dumping grounds, complete in all respects, for operation during 8-hour shift per day, ensuring no choking, blockage or overflow of the drainage system to the entire satisfaction of Engineer-in-Charge. |
| 6 | Schedule of Quantity – Part – 2 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 8 | 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 9 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note:- Cement content considered in this item is minimum @220 kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 220 kg/cum. |
| 10 | All works upto plinth level :Concrete of M10 grade with minimum cement content of 220 kg /cum |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 13 | Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry 100 mm/ 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. |
| 14 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and pre-polished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.Granite stone slab of colour black, Cherry/Ruby red |
| 15 | Area of slab upto 0.50 sqm |
| 16 | Area of slab over 0.50 sqm |
| 17 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: |
| 18 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm |
| 19 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 20 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 21 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 22 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 23 | 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. |
| 24 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer -in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost). |
| 25 | Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. |
| 26 | With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. |
| 27 | 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. |
| 28 | Modified Estimated Cost after using Correction Factor on DSR 2023 on account of GST @ 0.973 |
| 29 | Add Cost Index on DSR Items @ 4.03% on (B) |
| 30 | Providing and fixing in position 150 x150 mm Red Sand Stone Bollards 900 mm high of required/Approved shape & Size , including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing complete as per direction of consultant/ Engineer-in-Charge. |
| 31 | Precasting and placing in position India Gate type bollard of approved design, having overall height of 1760 mm, base size 300 mm × 300 mm and tapering to octagonal shape at top with 90 mm side, manufactured using M-30 grade cement concrete, complete as per approved drawings and direction of Engineer-in-Charge. The bollard shall include embedding of one GI pipe of 225 mm length and 65 mm internal diameter centrally, as required. The bollard shall be fixed in position by embedding 150 mm into cement concrete 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate of 20 mm nominal size), including necessary excavation of size 350 mm × 350 mm × 450 mm deep in existing bituminous / concrete pavement, disposal of excavated material, refilling, compaction and making good the surface complete as per direction of Engineer-in-Charge. |
| 32 | Providing and laying at or near ground level factory made Vibro compacted cement concrete kerb stone of M-35 grade concrete made up in fully automated plant with steel moulds resulted in precise dimensions with compaction @ 3200 psi including minimal water ratio content (3:1) with water less curing by Ratho curing system in position to the required line, level and curvature , jointed with mortar 1:3 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. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 33 | Providing and laying Polyurethane (PU) based 5-pack coating system (Resin, Hardener, Anti-moisture paste, Filler and Pigment paste) on prepared surface of cycle track, including mechanical cleaning of surface, crack filling (if required), application of primer, intermediate and top coats, proper mixing in specified proportions, curing, finishing to required texture, to achieve a total thickness of 2.0 mm to 2.5 mm, complete as per manufacturer’s specifications and direction of Engineer-in-Charge. Colour shall be as approved by Engineer-in-Charge. (On Concrete Surface) |
| 34 | Stone work gang saw cut (polished and machine cut) for wall lining (veneer work) backing field with a grout of average 22 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with special grout of required shade to match the granite shade ( To be secured to the backing by means of cramps which shall be paid for separately) |
| 35 | Providing and fixing FRP recessed type (flush with surrounding surface) manhole cover with frame of required shape and size, of approved make and quality, in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over existing manholes, including surface preparation, placing, centering, curing and all incidental works, complete as per direction of Engineer-in-Charge, light duty (5 tonne capacity), of size 750 mm × 750 mm with variable deep recess (The size may be vary from site to site-therefore the agency is bound to fix as per site condition), with provision to adjust/modify the manhole and recess dimensions to suit site conditions and finished levels, the cover being lightweight, flush with adjacent surface, suitable for filling with matching surface material, and designed for pedestrian movement only (not for vehicular traffic). |
| 36 | Providing and fixing FRP Gully Grating (flush with surrounding surface) manhole cover with frame of required shape and size, of approved make and quality, in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over existing manholes, including surface preparation, placing, centering, curing and all incidental works, complete as per direction of Engineer-in-Charge, heavy duty (20 tonne capacity), of size 300 mm × 450 mm as per direction of Engineer-in-Charge. |
| 37 | Providing and laying tactile tile of Jaisalmer stone (for vision impaired persons as per standards) of size 300x300x10mm having water absorption less than 0.5% and conforming to IS: 15622, of approved make in all colours and shades in 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-in- Charge. |
| 38 | Kota stone (Shot Blosted) slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : Kota stone Slabs 22\\"x22\\" Size and variable size as per site condition and direction of Engineer-in-Charge. 40 mm thick |
| 39 | Providing, laying and making Factory Made CC kerb channel 40 cm/30 cm wide and 50 mm thick with M-25 grade cement concrete in position on bed of 20mm thick cement mortar (1:3) to the required line, level and curvature, jointed with cement mortar 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) complete and as per direction of Engineer-in-charge. |
| 40 | Providing and laying factory made texture finish paver block 400x400x60mm ( light grey, dark grey and black), in combination of 100x100x60mm ( light grey, dark grey and black), in required pattern as per drawing over 20mm thick base of cement mortar 1:4 ( 1 cement : 4 coarse sand ) laid and jointed with cement slurry in footpath parks, lawn, drive ways or light traffic parking etc. complete as per manufacture's specification and direction of Engineer-in- Charge. |
| 41 | Providing and laying CC tactile tile (for vision impaired persons as per standards) of size 300x300x20mm having water absorption less than 0.5% and conforming to IS: 15622, of approved make in all colours and shades in 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-in- Charge. |
| 42 | Schedule of Quantity (For Electrical works) Part-3 |
| 43 | SH-I (Repair & Replacement of Electrical Installation). |
| 44 | Supplying, installation, Testing & Commissioning of Street light LED fixture powder coated pressure die cast aluminium body with driver asper the requirement with Driver efficiency >85%,Input voltage: 140-270 Volt AC, frequency 50/60 hz Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70,under voltage and over voltage protection, EMIEMCAs per CISPR -15, lenses for beam angle asper 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 with70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin),SDCM (Standard Deviation Colour 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 external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output .LM79 & LM80 Test report and 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 aluminium housing such that LED junction temperature shall not rise above 90°C). |
| 45 | 150 watt |
| 46 | SITC of Decorative LED Post Top fixture on existing pole are made out of spun alum. Top and dia cast alum, base. Power LED's mounted on metal clad PCB's are finally directly mounted on Extrude / Die cast aluminum Heat Sinks. A thermoformed P.C. diffuser is provided in clear, opal and prismatic finish as optional of Following capacity and having following features: Luminous efficcacy≥100 lm/watt, CCT = 2700-3000K, CRI≥70, Surge protection device ≥ 10KV, IP 65 housing, electronic driver, as per specification given in terms and conditions & fittings should be fixed with welding of Allen key nut bolt with pole etc. complete as required.(Fittings should be as per sample approved) |
| 47 | Total system lumens output≥4000 |
| 48 | Supplying, Installation, Testing and Commissioning of Dragon hanging decorative light made of spun aluminium housing with PC diffuser, power LEDs mounted on metal clad PCB's are finally directly mounted on Extruded / Die cast aluminium heat sink A-UV stabilised PC diffuser is prorided for glare free lighting with visual comfort and having following feature: Luminous efficcacy≥100 lm/watt, .LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted, CCT = 3000-6500K, CR≥70, The driver inbuilt Surge protection device ≥ 4KV, IP 66 housing, electronic driver, , system lumens output ≥6000, CCT = 3000-6500K, CR≥70, Operating temp range -5 0C to 50 0C, THD<10%, PF≥0.95, voltage input AC 100-270 V, frequence 50-60Hz , Surge protection device ≥ 10KV, IP 66 housing, electronic driver, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty, Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement etc. complete as required.(Fittings should be same as per existing. |
| 49 | Total system lumens output≥6000 |
| 50 | Supplying and drawing following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 51 | 3 x 1.5 sq. mm |
| 52 | Supplying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade aluminium unarmoured cable of following size for connection of the fitting to the pole as required. |
| 53 | 4 x 25 Sq.mm |
| 54 | 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. |
| 55 | Upto 35 sq. mm |
| 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. in the existing trench, complete as required. |
| 57 | 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 58 | 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. |
| 59 | 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 60 | Cutting of hard rock/road/ PCC/Paver Block for laying of UG cable for Street light pole to pole with the help of hilty/ hammer etc. i/c fixing of paver block and making good by laying in position cement concrete 1:2:4: (1 Cement :2 coars sand : 4 graded stone ) of size 0.2 B x 0.2 D mtr etc. as required. |
| 61 | Supplying and making outdoor end termination with cast resin compound including aluminium lugs and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. |
| 62 | 4 X 25 sq. mm |
| 63 | Supplying and fixing of terminal block suitable for16 to 25 sq.mm conductor -4 nos. & shorting links – 5nos. on DIN channel i/c providing and fixing DIN channel of suitable length – 2 nos. on the existing laminated sheet. Supplying and fixing 6 Amp, SPMCB, ‘C’ Characteristics Curve - 1/2 No. Earth stud - 1/2Nos. welded at suitable height two nos. washers, springs washers & nuts etc complete as required. |
| 64 | Earthing with G.I. earth pipe 4.5 metre 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. |
| 65 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 66 | Numbering of existing octagonal / decorative street lights pole installed on the road with synthetic enamel paint i/c make PWD monogram in yellow & black colour shades as specified by the department. |
| 67 | Providing Boring (trenchless digging) and Laying HDPE pipes (ISI Marked) of 120 mm O.D. confirming to IS- 4984-1995 as amended up-to date with pressure rating of 4 kg/sq.c.m by trench less technology with no dig method by making bore hole in horizontal direction across the road as per direction of Engineer- in- charge with mounting equipment i/c jointing cleaning, roadding of pipe. providing suitable covers on mouth of pipes, excavation of pits of required size at a depth of 1.30 mtrs. to 2.00 mtrs. |
| 68 | Supply, installation, testing & commissioning of Outdoor type Feeder Pillar panel suitable for 415 V, 3 phase ,4 wire 50 Hz AC supply system fabricated in compartmentalized & segregated design from CRCA sheet steel of 2 mm thick of 450 mm deep for frame work and 1.6 mm for covers, with 3 mm gland plates i/c cleaning & finishing complete with powder coating in approved shade, Having 4 strip aluminium bus bar of 500 Amp capacity double door with locking arrangement for protection from rain, dust, final fixed on M.S. Angle iron frame work of size 50 mm x 50 mmx 6 mm and 90 cm long legs out of which 40 cm duly grounded in cement concrete, entire panel shall have a common aluminum earth bar of size 25 mm x5mm at the rear with 2 Nos. earth stud, solid connection form main bus bar to switch gear with required size of Alu. bus bar & control wiring with 1.5 sqmm. PVC insulated copper conductor S/C cable, cable alleys, cable gland plates, duly grouted in cement concrete 1:2:4 (1 Cement : 2 Sand : 4 Stone aggrete 20 mm) and having following accessories mounted inside the cubical panel board i/c making connection, interconnection with aluminium thimbless & duly painted with one coat of red oxide & two coats of superior quality enamel paint complete etc. as required. (The panel should by fabricated from CPRI approved manufacturer) (For 4 Nos. Feeder Piller Panel). |
| 69 | Providing & Fixing of following electrical accessorries/switches etc in the above existing panel board including making connection testing, commissioning etc. complete as reqd. |
| 70 | 400 A,50KA,FPMCCB (Ics=Icu=100%) Incoming |
| 71 | 100 A, 16 kA,TPMCCB (Ics=Icu=100%) Outgoing |
| 72 | Digital Timer |
| 73 | Power contactor 110 A |
| 74 | Digital Volt Meter (0-500) with selector switch |
| 75 | Digital Ammeter (0-300) with selector switch |
| 76 | CT (400/5) |
| 77 | LED Indicator Lamp |
| 78 | Danger Plate |
| 79 | Fabrication, Supplying and fixing of wire mesh frame work made out of 40 mmx40mm x5mm thick Angle iron having 40x6mm flat strip & wire mesh 6 swg dia M.S. wire with 25mmx75mm space in between mesh & top covered for rain protection by 16 SWG MS Sheet and making main door gate having suitable locking arrangement with godown lock (Frame size shall not be more than 60 cm x 90 cm) i/c grouting with cement concrete & primer and spray painting with super synthetic enamel paint of approved colour quality with heavy duty Godown lock etc as reqd. |
| 80 | Dismantling & re-erecion existing unaligned decorative pole of various size from existing damage foundation to new foundation i/c testing commissioning complete etc as required. |
| 81 | SITC of decorative cast iron based with MS Steel Tubular Pole of following height above the ground level powder coated with Die cast aluminium embellishments, provided with oval/rectangle shape service window with sleeve type window cover the lower part of the pole with proper strengthening to the cutout of the door opening and base plate duly welded and fixed at bottom of pole at concrete pedestal. base plate is fixed with cast iron having 2 part one part height is 625mm from base plat ground level & second part 90-100 mm dia, (thickness minimum 4 mm with 32 amps heavy duty connector shall be inbuilt into the pole (a) heavy duty 4 way connector and 6 amp MCB (b) 50 mm diameter DWC pipe for each cable entry/exist pipe length is upto 3.5 mtr. (c) Wiring upto the light fixture from the junction box using 3-core x 1.5 sqm. flexible ISI marked copper wires. (Pole should be same as per existing) |
| 82 | Full length 5 Mtr height |
| 83 | Providing and laying in position 1:2:4 reinforced cement concrete foundation of size 450 mm.(L) X 450 mm. wide and 800 mm. deep i/c excavation of earth, providing cutting, bending and placing in position, reinforcement of cold twisted bars of 12 mm. dia- 1660mm long (approx.)- 8 Nos. and reinforcement ring of cold twisted bar of 8mm dia - 2800mm (approx.) - 6 nos. (with 150mm spacing) as required with positioning of foundation bolts (as per item below) and providing two nos. 90 mm. (O.D) DWC, HDPE Pipe for cable entry & exit as required (For 5 mtr. Pole) |
| 84 | Supplying and fixing 4 Nos. 20mm dia X 600mm long GI foundation bolt (EN8 grade) with nuts, washer including 2 Nos. template of 3mm thick size 240mm x 240mm with 4 nos. 28mm dia holes, to match with PCD of Pole base plate as reqd. (For decorative pole ) |
| 85 | Removing and Shifting of Accidental , damaged light Poles from site to PWD Store Dhaulakuan with Dismantling of foundation and making the good smooth surface and existing paver block of footpath i/c disconnection from main supply and restore the supply by making the cable proper joint with help of Thimbles and Ferruls as per site requirement etc. complete as required.. |
| 86 | Credit dismantle material i/c dismantling which is unserviceable |
| 87 | Assorted size aluminium cable |
| 88 | Damaged Accidental Assorted size Feeder Panel with accessories |
| 89 | Damaged accidental pole |
| 90 | Assorted size decorative dragon lights |
| 91 | Assorted size led street light 150/200 Please Enable Macros to View BoQ information |
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