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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. (ii) By mechanical Means using Dozer (A) In Area of Light Jungle |
| 2 | for Dewatering pump 10H.Pwater area x depth/8.3m3/hour(basic rate + 10% C.P + 5% O.H.C) |
| 3 | E/W in excavation and filling in canal by the hydraulic excavator as per designed section in ordinary soil ( vide classification of soil item-A) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers beyond 500 m and upto 1000 m and all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. |
| 4 | Extra for earth work in marshy, slushy and daldal soil (vide classification of soil item-F) all complete as per specification and direction of E/I.30% if item no. 3 |
| 5 | Paver RoadEarthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the fouda removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. |
| 6 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. |
| 7 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 8 | 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), includingmaking 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 approvedby Engineer-in-charge).. |
| 9 | Boulder Pitching Trimming & dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/I. |
| 10 | Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density including sprinkling the required quantity of water making arrangement for supply and carriage of water with all leads and lifts finishing the surface with propoer camber , grade super elevation including hire charge of compaction machine and other tools and plants etc all complete as per direction of E/I. (Mode of measurement sectional measurement of compacted earth.) |
| 11 | E/W in excavation of cut-off trenches by hydraulic M/C in grade A&B type of soil including morroum soil, soil mixed with kankar, pebbles and boulders up to 300mm size and disposal of the same beyond 1/2 km up to 1km from centre of the trench with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. |
| 12 | Supplying and laying properly as per design and drawing rip-rap with good quality of boulders duly packed including the cost of material, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. |
| 13 | Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 14 | Providing of weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall all complete as per specification and direction of E/I. |
| 15 | Development of GhatEarthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. |
| 16 | FILLING IN FOUNDATION TRENCHES AND PLINTH in layersnot exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode ofmeasurement compacted volume) Compacted Earth Filling (Base of Steps) |
| 17 | Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 18 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 19 | Providing & fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion . Single socket ed pipes. 75 mm dia for weephole. |
| 20 | Kota stone 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, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) 25MM Thick |
| 21 | RCC PipesEarth work in excavation for laying of different types and sizes of R.C.C. spun pipes with disposal of excavated earth within initial lead and lift as per specification and direction of E/l.(i) classification of soil A |
| 22 | Earth work in back filling the trench after laying different types and sizes of R.C.C. spun pipes with removed during excavation within initial lead and lift as per specification and direction of E/l. |
| 23 | NP2 RCC Hume Pipe with collar ( as per I.S S 458-1971) (iii) 600 mm dia Add 10%C.P + 4.95%O.H.C |
| 24 | Labour for laying, fitting and fixing NP2 spun pipe with collars in lines, level and grade , as well as providing approved jointing materials and joints properly filled to make them water proof, all complete as per specification and direction of E/l.600 mm dia. |
| 25 | Supplying labours, tools and tackles for testing of laid, R.C.C. spun pipes upto specified lead of water all complete as per specification and direction of E/l. (Water to be supplied free of cost departmetally) |
| 26 | Providing designation 75 A brick work in C.M. (1:3) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 27 | Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size)In foundation Work pcc |
| 28 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). |
| 29 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. |
| 30 | BOUNDARY WALLDismantling Pucca Brick or lime work including stacking Serviceable materials in countable stacks within 15m lead and disposal of unserviceable materials with all leads all complete as per direction E/I |
| 31 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. |
| 32 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) |
| 33 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). |
| 34 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. Soling Under Footing |
| 35 | Providing designation 75B one brick Edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. Edge Soling Under B/W |
| 36 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) |
| 37 | 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(zone -III) : 3 graded stone aggregate 20 mm nominal size) |
| 38 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size)\\" |
| 39 | Providing designation 75 B brick work in C.M. (1:3) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 40 | Providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. b) 12mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)} |
| 41 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. a.) Tie Beam at & above Plinth Level |
| 42 | Centering and shuttering including strutting, propping etc. and removal of form for Columns,Pillars,piers,abutments,post and struts. |
| 43 | Providing 12mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 44 | Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding , curing and taxes all complete as per building specification and direction of E/I. Qty same as Item no . 41 |
| 45 | FENCING WORKProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:1.5:3 (1 cement :2 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size) |
| 46 | 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.) |
| 47 | Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade.(mirror polished and machine cut edge) Granite stone of any colour and shade |
| 48 | SHED WorkEarthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the fouda removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. |
| 49 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). |
| 50 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. |
| 51 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:1.5:3 (1 cement :2 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size) |
| 52 | 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 omplete, 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 53 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever equired. 12.1.1) 1.00 mm thick with zinc coating not less than 275 gm/m² |
| 54 | HORTICULTURE WORKSupplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment). |
| 55 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) : 2.4.3 Screened through sieve of I.S. designation 4.75 mm |
| 56 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 57 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts ofstacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing includingremoval of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)Holes 45 cm dia, and 45 cm deep |
| 58 | Providing and displaying of Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge |
| 59 | Providing and stacking of Bauhinia blakeana (Kachnar) of height 120-150cm. in big poly bags of size 25 cm as per direction of the officer-in-charge |
| 60 | Providing and stacking of Schleichera trijuga (Kusum) of height 150-165cm. in big poly bags of size 25 cm as per direction of the officer-in-charge |
| 61 | Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, aboveground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 mlong verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge. |
| 62 | RCC Chair Bench with Hand Rest |
| 63 | Movable Steel Garbage Bin (Container) of the size to fit in Container Placer (TATA-407) |
| 64 | DRAIN (0.600X0.750 )Dismantling R.C.C. work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. |
| 65 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the fouda removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. |
| 66 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). |
| 67 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. |
| 68 | Providing and laying in position 1:1.5:3 grade of reinforced cement concrete, excluding the cost of centering, shutterng, finishing and reinforcement all work up to plinth level |
| 69 | Supplying, fitting, and fixing M.S. Grill made of 20X6mm M.S. Flate as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. (where materials is not supplied by the deptt.) (20% Drain cover by M.S Grill) |
| 70 | Centering Shuttering including strutting, propping and removal of for foundation , footings , bases of columns, etc for mass concrete. |
| 71 | Providing Tor steel reinforcement of 10mm. ,12mm & 16mm dia. bars as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. |
| 72 | ELECTRICAL WORK 12M HIGH MAST Supply of 12mtr. High mast in one section Construction S355 grade as per BS-EN 10 025 Top Dia 100mm, bottom dia 360mun, plate thickness 3mm, 12side polygon, galvanisation as per BS EN ISO 1461, base plate dia 520mm, base plate thickness 25mm, GI single spike lighting protection, maximum wind speed 47m/s as per IS: 875 (Part-III) with 6 nos foundation bolts of PCD 445mm TS 600/24nun dia/850 mm long. Luminaries carriage: Material for 40 NB ERW Class B - M.S. Pipe, dia of carriage ring 450nun (ID) with 8 arm, welded, 2 sections having carrying capacity upto 8 luminaries. Trailing Cable: 5 core 2.5sq.mm. PVC flexible copper conductor Winch/Power Tool: Double drum, SWL 350 kg with 0.75HP 6 pole single speed integral motor Rope: Grade AISI 304, 7/19 construction, dia 5mm, BLC 1450 x 2 having 2 nos of continues rope. Aviation obstruction light: twin dome aviation obstruction lights LED type as required. (But excluding Feeder Pillar) |
| 73 | Outdoor stand mounted Feeder Panel with 32amp TP&N, MCB incomer, 45amp TP contactor automatic switching of luminaries, power tool control incommer outgoing terminal etc as reqd. (For high mast) |
| 74 | For 12 mtr. High mast: ITC of the high mast and light fixture with the help of suitable tools and plants, wiring of luminaries with all wiring material like PVC insulated PVC sheathed flexible cable of suitable copper conductor lugs, MCB and all labour & construction of shallow foundation with M25 grade concrete for the high mast considering safe soil bearing capacity of 10T/mtrs sq. for 12 M High mast |
| 75 | S.I.T.C 240W LED Flood lighting luminarie with pressure dia cast housing and toughened glass cover(IP66 protection) in existing pole/pipe supply voltage 100- 270V AC, 50HZ.Luminaries shall be conform to: 10332 part-5/section-5 and shall be completed with all necessary accessories as required. |
| 76 | Supplying 4 core 16sq mm XLPE indulated PVC sheathed, heavy duty, armoured electrical cable with aluminium conductor for working voltage upto and including 1100 Volts(Conforms to IS:7098, part-1). |
| 77 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of size not exceeding 35 sq mm direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 78 | Earthing with G.l. earth pipe 4.5 mtr long. 40mm dia including, accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc, with charcoal and salt as required. |
| 79 | 120 WATT STREET LIGHTInstallation, Testing & Commissioning of the 7 Mtr. Octagonal Pole & light fitting with the help of suitable tools and plants, and construction of shallow foundation with M25 grade concrete considering safe soil bearing capacity of 10T/mtrs sq. but excluding wire and MCB. |
| 80 | 7 Mtr. height Octagonal Hot-Dip galvanized pole(BOP-7030) with top dia 70 mm, bottom dia 130 mm & made of 3 mm thick sheet, base plate dimensions 200 X 200 X 12 mm (LxBxT) including suitable sizes of foundation bolt all complete as reqd. (Without Arm) |
| 81 | 1.5 m Double Arm suitable for 70mm Top |
| 82 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 35 sq mm direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 83 | PVC/XLPE insulated PVC sheathed heavy duty, armoured electrical cable with aluminium conductor forworking voltage up to and including 1100 volts - 4 core 10 sq mm |
| 84 | Supplying and fixing 4 way. single door, single pole and Neutral, sheet steel, MCB distribution board, 240 volt. on surface / recess, complete with tinned copper bus bar, neurtal bus bar, earth bar, din bar, interconections. powder paint including earthing etc. as required (But without MCB/RCCB/Isolator) |
| 85 | 10 sq.mm copper lugs |
| 86 | 3 core 2.5 sq. mm FR pvc insulated copper wire. |
| 87 | Outdoor stand mounted Feeder Panel with 32amp TP&N, MCB incomer, 45amp TP contactor automatic switching of luminaries, power tool control incommer outgoing terminal etc as reqd. |
| 88 | S.I.T.C of floowing rating LED Street lighting luminarie with pressure die cast housing and toughened glass cover (IP 66 protection) in existing pole/pipe for supply voltage 100-270V AC, 50Hz. Luminarie shall be confirm to 15: 10322 part- 5/section-3 and shall be complete with all necessary accessories as required - 120 watt street light. |
| 89 | Earthing with G.I. earth pipe 4.5 mtr long. 40mm dia including accessories, and providing masonary enclosure with cover plate having arrangement and watering pipe etc. with charcoal and salt as required. |
| 90 | Supply and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as required. |
| 91 | 6 amps. to 32 amps, ratings, SP MCB, \\"C\\" series, 10 KA breaking capacity |
| 92 | Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. |
| 93 | LED POST LAMP Supplying and fixing of 25 mm of PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 94 | Supplying and drawing 2x2.5 sq.mm sizes of FR/PVC insulated copper conductor single core cable in existing surface / recessed steel / PVC conduit including dismantling as required |
| 95 | 25 mm PVC Bend |
| 96 | 25 mm dia three way PVC moulded Circular 9(jn. Box) with lead and screw |
| 97 | 25mm PVC Couplers |
| 98 | Supplying and fixing 2 way,single door ,single pole & neutral,sheet steel,distribution board,240 voits 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) |
| 99 | 6 amp to 32 amp rating DP MCB \\"C\\" series 10 KA breaking capacity |
| 100 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 101 | S.I.T.C of following rating LED Post top lamp made in die cast aluminium housing with decorative clear/opal acrylic diffuser on existing pipe encluding connection with 1.5 sq mm copper conductor etc all complete has required . 10/15 Watt LED Post Lamp opel |
| 102 | SHEET METAI/ PANEL MOUNTED SFU WITH REWIREABLE/ HRCFUSES, MCC'B & BUSBARS/F rewireable double pole/ TP&N switch disconnector :-Providing and fixing following DP/TP&N sheet metal switch disconnectorfuse unit in the existing metal board with rewireable type fuses, includingdrilling holes in metal board . making connections. etc. as required 2.1.1 32 amps , double pole |
| 103 | Carraige of Matarials Sand with lead of 10 km |
| 104 | Carraige of Matarials Chips with lead of 20 km |
| 105 | Carraige of Matarials S Metal lead 1k+19 |
| 106 | Carraige of Matarials S Dust lead 1k+19 |
| 107 | Carraige of Matarials Boulder with lead 20km |
| 108 | Carraige of Matarials Brick with lead 24 km |
| 109 | Add 18% for G.S.T. |
| 110 | Add 1%Labour Cess Please Enable Macros to View BoQ information |
