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| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 4 | 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. |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 9 | Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 10 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 11 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 12 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 13 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 14 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum. |
| 15 | Add for using extra cement in the items of design mix over and above the specified cement content therein. |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for :Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for Weather shade, Chajjas, corbels etc., including edges |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars |
| 24 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 25 | 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 : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 26 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding |
| 27 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : (copper oxidized as per IS: 1378) 150x10 mm |
| 28 | Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS:16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for: (i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3 (ii) Sites with structure height more than 20m for all wind speeds. Two track four panels sliding door with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on three panels along with multi-point locking system, adjustable nylon rollers with SS 304 body. Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm & above) x (85mm & above). (Height above 2.5 meter). |
| 29 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides |
| 30 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes |
| 31 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 32 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter |
| 33 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm |
| 34 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 35 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 36 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 coarse sand) |
| 37 | 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) |
| 38 | Distempering with oil bound washable distemper of approved brandnand manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 39 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 40 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 41 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 42 | 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. |
| 43 | 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. |
| 44 | 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 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), 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). |
| 45 | Finishing with damp proof waterproofing paints i.e Asain paint,berger paint. etc (three or more coats) at roof of the building and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface cleaned by wire mesh brush, fill the cracks by crack filler, etc. Complete as per direction of engieer in charge. |
| 46 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. i) Group C |
| 47 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 48 | Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 49 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (i) 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 50 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. i) 3 x 1.5 sq. mm |
| 51 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. i) 3 x 4 sq. mm |
| 52 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. (ii) 25 mm |
| 53 | Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. |
| 54 | Providing, laying of Heavy duty PVC Pipe of 90 mm dia in recess of ground /foundation alongwith elbow as required |
| 55 | Installation, Testing, Commissioning of wall bracket /all type ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. |
| 56 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. |
| 57 | Providing, installation, testing and commissioning of 10 watt LED Bulk head complete with all respect etc as comlete. |
| 58 | Supplying and fixing following way, surface/recess mounting 415 V Vetical TPN MCB distribution board withThree pole MCCB 100A 25 KA as incomer omplete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. 6 Way (4 +18) |
| 59 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator). 4 way (4 + 12), Double door |
| 60 | Supplying and fixing 5 A to 32 A rating 240/415 volts,\\"C\\" curve,miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections testing and commissioning etc as required. i) Single pole |
| 61 | Supplying and fixing 5 A to 32 A rating 240/415 volts,\\"C\\" curve,miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections testing and commissioning etc as required. ii) Triple pole and neutral |
| 62 | 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.. |
| 63 | Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling etc as required. |
| 64 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required |
| 65 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 66 | Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. |
| 67 | Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) |
| 68 | Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) |
| 69 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 70 | Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required. |
| 71 | Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. |
| 72 | SITC of various sizes water protected outdoor (Water proof) hut type compartmentalized type double door cubical panel both side opening having depth up to 600 mm suitable for 415 Volt, 3 phases, 50 Hz made out of 2mm thick CRCA sheet with required hardware duly painted with powder coated .Panel having separate detachable gland plate, end termination as per cable of size,angle iron base frame made out of 50mmx50mmx6 mm angle iron of suitable size of the feeder pillar (minimum height 60cm), hinged door, both side opening with locking arrangement, earth bar/stud, led pilot light for phase indicator (R,Y,B) on top, 400A/415V 4 strip aluminum bus bar duly PVC sleeved, connection inter–connection with 25% extra current carrying capacity busbars to MCCBs spreader links and with solid copper conductor cable 10 sqmm/ solid aluminium rod for connection to MCBs and heavy duty connectors of required current carrying capacity to be fixed back side including incoming/Outgoing cables connection for three and single phase MCBs where as required, testing on load and marking of location for incoming and out going distribution i/c grouting the legs in existing floor with 1:3:6 cement concrete foundation and dismantling the existing panel, incoming/outgoing cable connections etc complete as required i/c dismantling the existing feeder pillar and UG cable. (Panel should be as per design & drawing approved by Engg in charge).LED light min 5 watt with on/off switch alongwith below said item to be provided in the panel. a) VAF Meter in each panel to be design b) LED Pilot light (22.5 MM dia) with protection MCB’s-03Nos) |
| 73 | Providing, installation, testing & Commissioning of 415 V, 3 phase, 4 wire, 50 Hz A.C. outdoor type (Water proof) Joint box of size 600 mm x600mm x450 mm deep fabricated out of 2 mm thick CRCA sheet complete with locking arrangement and providing detachable gland plate at the bottom of the panel, earthing stud (02 nos) complete with suitable arrangement duly painted with powder coated of approved colour, brand & having 04 nos legs (minimum height 60 cm) welded with the base made out of 40 mm x 40 mm x 5 mm angle iron duly painted of suitable size of the joint box to be fixed (Joint Box should be as per design & drawing approved by Engg in charge |
| 74 | Providing and fixing of following accessories in the above/existing cubical panel as mentioned in the existing/new panels i/c connection inter-connection with aluminum bus bar of required size and current carrying capacity etc as required as per direction of Engg in charge. (for item No 8) i) 125 A TP MCCB 25KA with thermal magnetic release LV516332 Schneider |
| 75 | Providing and fixing of following accessories in the above/existing cubical panel as mentioned in the existing/new panels i/c connection inter-connection with aluminum bus bar of required size and current carrying capacity etc as required as per direction of Engg in charge. ii) 100 A TP MCCB 25 KA with thermal magnetic release LV510938 Schneider |
| 76 | Providing and fixing of following accessories in the above/existing cubical panel as mentioned in the existing/new panels i/c connection inter-connection with aluminum bus bar of required size and current carrying capacity etc as required as per direction of Engg in charge. iii) 63 A TP MCCB 25 KA with thermal magnetic release LV510938 Schneider |
| 77 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Double pole |
| 78 | S.I.T.C of outdoor double door type feeder pillar (for High Masts), dust and vermin proof made out of 2 mm thick CRCA sheet of nominal size 600 mm x 500 mm and up to 450 mm deep, front and back openable- hinged type door, duly eposy based powder coated (from inside and outside), provision of 4 pole terminal block-03 Nos for incoming and outgoing cables and fixed on M S angle iron frame work of size 40 mmx 40 mmx 6 mm length with 4 nos. 750 mm long legs duly welded to the frame structure and out of which 300 mm will be grouted in 1:2: 4 cement concrete foundation i/c supply and fixing of following accessores, connection and interconnection, inter locking wiring, thimbling, numbering-ferrules up & lowering system, earthing stud complete as reqd.Desigen and drawing of feeder pillar as approved by the engg incharge.a) Main incomer 415 V, 63 Amp 4 Pole, 18 to 25 KA MCCB : 1 Nos. b) Single pole MCB 6-32 Amp C Series : 01 Nos c) Timer : 01 Nos d) Contractor 4 Pole : 02 Nos e) Push button unit : 01 f) f)Main auto reversible switch : 01 Nos |
| 79 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of XLPE aluminium conductor cable of 1.1 KV grade as required. i) 3.5 x 35 sqmm (32 mm) |
| 80 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of XLPE aluminium conductor cable of 1.1 KV grade as required. ii) 3.5 x 95 sqmm (45 mm) |
| 81 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of XLPE aluminium conductor cable of 1.1 KV grade as required. iii) 3.5 x 120 sqmm (45 mm) |
| 82 | 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. 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 83 | 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. Upto 35 sq. mm |
| 84 | 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. Above 35 sq. mm and upto 95 sq. mm |
| 85 | 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. Above 95 sq. mm and upto 185 sq. mm |
| 86 | Supplying and making cable route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size ) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a thickness of 10cm including inscription duly engraved as required. |
| 87 | Supplying, Installation, Testing and Commissioning of 12 .5Mtrs high raising lowering type 12 Polygonal, in two sections High Mast towers, on the existing foundations, as per technical specifications suitable for the following configuration of LED fittings, complete with portable power tool, double drum winch along with separate handle for manual operation, lantern carriage, 2 wire suspension system, lightning protective finial LED aviation, 06 Arm for light fitting, foundation bolts along with nuts, washers, anchor plate and templates, etc. complete as required. Octagonal Hot Galvanized High Mast of Pole. Technical Specifications - Bottom - 360 mm, Top - 100 mm , thick- 3 mm (bottom & top section) - 02 Nos, Length - 6500 mm (bottom), Base plate- 520 mm, baseplate thickness - 25 mm, hole dia - 28 mm, foundation bolt size - 24 mm dia, bolt length - 850 mm, Nos of holes - 06 Nos, Foundation Bolt - 06 Nos, Wire rope- 06 mm SS etc as per manufacturer specification and specification as mentioned in NIT. |
| 88 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All Kinds of soil. |
| 89 | Providing & laying in position cement concrete of 1:4:8 grade (1 Cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level. |
| 90 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations & footing, base of column etc for mass concrete. |
| 91 | Providing and laying in position 1:1.5:3 grade ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. |
| 92 | Steel reinforcement for R.C.C work i/c straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 93 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 94 | Providing and laying of 4 sqmm 5 core PVC insulated and Pvc round sheathed voltage grade 1100 volt flaxible copper cable etc as fequired etc as required |
| 95 | Supplying and Installation of 250 Watt LED Flood light on exising pole having minimum system effecacy of 90 Lumen / Watt outdoor type LED Flood Light Luminaire of IP 66 and above having suitable pressure die cast housing / heat sink, driver, optics for operation in 230 Volts A.C, PF not less than 0.90, CRI>70, internal & external surge protection, LM/79-80 Colour tempature 6000 K, suitable with beam angle to meet desired alluminium level as per required technical specifications & suitable for mounting on the existing pole bracket including drilling of holes, wiring the existing pole with 2.5 sqmm FRLS grade PVC insulated PVC insulated copper conductor single core cable from loop box to fitting i/c providing and fixing suitable size of GI flexible pipe with accessories from top slot of pole to fitting connections, interconnections etc as per specification complete as required. surya Please Enable Macros to View BoQ information |
