Rural Engineering Department has published Repair Work Of Land Acquisition Rehabilitation And Resettlement Authority, Gorakhpur. Submission Date for this Tender is 06-01-2020. Road Work Tenders in Gorakhpur Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Gram Sabha Chauri se Maurya Tola Jane Wali Sadak Shri Gyan Tiwari Ke Khet ke paas 5 mtr. Span ki R.C.C. puliya ka Nirman. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge. As per S.I. No. 251 | 35.78 | Cum | |
| 2 | 2 | Earth Filling in Carted earth for lead 10.00 Km. S.I.No. 253+231A | 18 | Cum | |
| 3 | 3 | Sand filling in the plinth including supply of necessary quality of sand from a distance not exceding 8.00 Km from the site of work and including watering and dressing etc. Rate includes cost of material labour and tools and plants etc. required for proper completion of work. As per S.I. No. 255 | 7.2 | Cum | |
| 4 | 4 | Cement concrete with 4cm gauge brick ballast sand of 1.25 F.M. and cement in proportion 8:4:1 in foundations and under floors including supply of all materials labour and tools and plants etc. required for proper completion of the work. S.I.No. 275 | 10.12 | Cum | |
| 5 | 5 | Providing & injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth junction of wall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduit etc., complete (plinth area of the building at ground floor only shall be measured as per IS-6313 Part II 1981)Aldrine emulisifiable concentrate or any other approved material such as Hepthachlor or Chlordance will be used. The rate of application of chemical emulsion shall be as follows- (I) Treatment for masonary & foundation 5 Ltr. per Sqm. (II) Back fill in immediate contact with foundation 7.5 Ltr.per Sqm. (III) Treatment of top surface of plinth filling 5 Ltr.per Sqm. (IV) Treatment of soil along external peri meter of building 7.50 Ltr. per Sqm. (V) Treatment of soil under apron along external perimeter 5 Ltr. per Sqm. SI.No. 1 NEW ITEM Chapter 7 | 55.57 | sqm | |
| 6 | 6 | M-150 brick work in 1:6 cement and C/sand mortar in foundation and plinth including supply of all materials, labour and Tools and Plants etc. required for proper completion of work. 303 | 11.81 | Cum | |
| 7 | 7 | R.C.C. work with cement, approved coarse sand and 20 mm gauge stone aggrigate with M-20 nominal mix 1:1.5:3 in Column Footing & excluding the supply of reinforcement and its bending but including its fixing and binding with 24 BWGGI binding wire, centering and shuttering, supply of all materials, labour and tools and plants etc. required for proper completion of work. As per S.I.No. 287 | 5.63 | Cum | |
| 8 | 8 | R.C.C. work with cement, approved coarse sand and 20 mm gauge stone aggrigate with M-20 nominal mix 1:1.5:3 in Column & excluding the supply of reinforcement and its bending but including its fixing and binding with 24 BWGGI binding wire, centering and shuttering, supply of all materials, labour and tools and plants etc. required for proper completion of work. As per S.I.No. 289 | 2.21 | Cum | |
| 9 | 9 | R.C.C. work with cement, approved coarse sand and 20 mm gauge stone aggrigate with M-20 nominal mix 1:1.5:3 in Plinth & Lintel Band & excluding the supply of reinforcement and its bending but including its fixing and binding with 24 BWGGI binding wire, centering and shuttering, supply of all materials, labour and tools and plants etc. required for proper completion of work. As per S.I.No. 283A | 1.4 | Cum | |
| 10 | 10 | Two coat painting on roof or over brick work or where required with bitumen @0.85 kg per sqm in each coat including supply of all material, labour and T&P etc. as required for proper completion of work. Chapter 11 New Item No 2 | 6.07 | sqm | |
| 11 | 11 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone ballast in the proportion 1:1.5:3 in R.C.C. Lighter Beam excluding supply of steel and its bending but including fixing and binding the same with 24 B. W.G.G.I binding wire and including necessary centering and shuttering etc and also including s/o all materials required for proper comletion of the work. As per S.I. No. 285 | 1.06 | Cum | |
| 12 | 12 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone ballast in the proportion 1:1.5:3 in R.C.C. Slab, excluding supply of steel and its bending but including fixing and binding the same with 24 B. W.G.G.I binding wire and including necessary centering and shuttering etc and also including s/o all materials required for proper comletion of the work. As per S.I. No. 284A | 8.26 | Cum | |
| 13 | 13 | Mild steel or iron work in plain work such as reinforced cement concrete (when not included in over all rate) wrought to required shape as necessary including bending for proper completion of work, supply of steel, all labour etc. required and including wastage bend, hooks and authorised over lapping shall be measured. As per s.i.no. 504 | 16.38 | Qtl | |
| 14 | 14 | 12 mm thick plaster with cement mortar inproportion of 1:6 cement and F/sand over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. As per 586+596 Over Rough Face | 20.3 | Cum | |
| 15 | 15 | 12 mm thick plaster with cement mortar inproportion of 1:6 cement and F/sand over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. As per 586 | 19.2 | Cum | |
| 16 | 16 | 25 mm thick 1:2:4 cement conc. Flooring with cemnet, approved coarse and 2 cm. Graded approved stone balast laid in planels finished with 3 mm (1/8") floating coat of neat cement or cement and marble dust in ratio of 5:1 as specific over and iremoving any overlapping mortar at the joints of the panels if any giving them of all materials, labours, T& P etc. required for proper completion of the work. S.I.No. 601a | 34.04 | Sqm | |
| 17 | 17 | Providing and fixing glass strips 3mm thick in joints of panels of floor at the time of laying floor flush to the finish level of floor including supply of material ,labour and tile As per S.I. No. 631a (3.15 mm thick and 2.2cm depth) | 119.13 | Rm | |
| 18 | 18 | 40 mm thick 1:2:4 cement conc. Flooring with cemnet, approved coarse and 2 cm. Graded approved stone balast laid in planels finished with 3 mm (1/8") floating coat of neat cement or cement and marble dust in ratio of 5:1 as specific over and iremoving any overlapping mortar at the joints of the panels if any giving them of all materials, labours, T& P etc. required for proper completion of the work. S.I.No. 605 | 55.57 | sqm | |
| 19 | 19 | One priming coat of cement primer and two coats oil distemper on new work including supply of all materials, labour and tools and plants etc. required for proper completion of the work.(S.I. No. 649 + 650) | 92.58 | Cum | |
| 20 | 20 | Finising walls with water proof cement paint of approved make and on new work with 3 coat to give an even shade including supply of all materials labour and tools and plants etc. required for proper completon of the work. (S.I. No. 660 + 661) | 20.3 | Cum | |
| 21 | 21 | Wiring points for light with 1.5 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FR PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. SI-138C. earth continuity wire and piano type switch etc. complete in all respects. | 12 | Nos | |
| 22 | 22 | Wiring point for 5 amp Plug with 141( B) but in PVC conduit with 1.5 sq. mm FR PVC insulated multisrand copper conductor cable as earth wire drawn inside the conduit. SI-141C | 2 | Nos | |
| 23 | 23 | As in item 221 (B) but in 20 mm dia (2mmthick) PVC conduit with one no. 2.5 sq. mm for PVC insulated multisrand copper conductor cable as earth wire drawn inside the conduit. SI-221C | 68 | Rm | |
| 24 | 24 | Supply and wiring of submain in PVC insulated 1100 V grade single core Copper conductor cable in heavy gauge rigid PVC conduit partly laid in slab along with reinforcement before concreting with 8 SWG GI earth continuity wire etc. complete in all respects. SI-222C | 20 | Rm | |
| 25 | 25 | Construction of recess pf 600mm x 480mm size of main boards, distribution boards of all sizes including cutting of brick work, providing lintel of suitable size and thickness, plastering etc. with supply of all material labour T&P required for proper completion of the work. SI-1141B | 2 | Nos | |
| 26 | 26 | Erection and testing of ceiling fan and regulator etc. excluding supply of down rad. Complete in all respect. SI-1115 | 4 | Nos | |
| 27 | 27 | Supply & Fixing of Electronic fan regulator. SI-1203A | 4 | Nos | |
| 28 | 28 | Supply & Fixing of ceiling fan ISI Marked 1200 mm sweep decurative. As per BC:374/79 and IS:1709/1984 BEE-5 Star As per SI-150L(i) | 4 | Nos | |
| 29 | 29 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 m and lead upto 30m. and including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge. As per S.I. No. 251 | 9.58 | Cum | |
| 30 | 30 | Earth work in filling plinth with Carted earth with a lead of 10.00 Km from the site of work including, loading unloading, filling, leveling, watering compacting and dressing as per required at site. As per S.I. No. 253+231 (A) | 1.56 | Cum | |
| 31 | 31 | Sand filling in the plinth including supply of necessary quality of sand from a distance not exceding 8 Km from the site of work and including watering and dressing etc. Rate includes cost of material labour and tools and plants etc. required for proper completion of work. As per S.I. No. 255 | 1.56 | Cum | |
| 32 | 32 | Providing & injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth junction of wall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduit etc., complete (plinth area of the building at ground floor only shall be measured as per IS-6313 Part II 1981)Aldrine emulisifiable concentrate or any other approved material such as Hepthachlor or Chlordance will be used. The rate of application of chemical emulsion shall be as follows- (I) Treatment for masonary & foundation 5 Ltr. per Sqm. (II) Back fill in immediate contact with foundation 7.5 Ltr.per Sqm. (III) Treatment of top surface of plinth filling 5 Ltr.per Sqm. (IV) Treatment of soil along external peri meter of building 7.50 Ltr. per Sqm. (V) Treatment of soil under apron along external perimeter 5 Ltr. per Sqm. S.I.No. SR N.B.O S.I.No. 15 Chapter 7 P.W.D. GKP | 14.72 | Sqm | |
| 33 | 33 | Concrete with 40mm gauge Brick ballast, sand of 1.25 fineness modulous in 8:4:1 in foundation including supply of all materials labour and tools and plants etc. required for proper completion of work. S.I. No. 275 | 3.98 | Sqm | |
| 34 | 34 | M-150 brick work in 1:6 cement and C/sand mortar in foundation and plinth including supply of all materials, labour and Tools and Plants etc. required for proper completion of work. 303 | 5.65 | Cum | |
| 35 | 35 | R.C.C. work with cement, approved coarse sand and 20 mm gauge dalla stone aggrigate with M-20 nominal mix 1:1.5:3 in Plinth & Lintel band of doors and windows excluding the supply of reinforcement and its bending but including its fixing and binding with 24 BWGGI binding wire, centering and shuttering, supply of all materials, labour and tools and plants etc. required for proper completion of work. S.I.No. 283A | 1.3 | Cum | |
| 36 | 36 | M-150 class brick work in 1:6 and c/sand mortar in super structure including necessary cutting and moulding of bricks rquired and also including honeycomb brick work, supply of all material labour and tools and plants etc. required for proper completion of work but thickness of wall is one brick (230 mm) S.I. No. 303+309+ 310. | 9.29 | Cum | |
| 37 | 37 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone ballast in the proportion 1:1.5:3 in R.C.C. Slab, excluding supply of steel and its bending but including fixing and binding the same with 24 B. W.G.G.I binding wire and including necessary centering and shuttering etc and also including s/o all materials required for proper comletion of the work. As per S.I. No. 284A | 2.14 | Cum | |
| 38 | 38 | Mild steel or iron work in plain work such as reinforced cement concrete (when not included in over all rate) wrought to required shape as necessary including bending for proper completion of work, supply of steel, all labour etc. required and including wastage bend, hooks and authorised over lapping shall be measured. As per s.i.no. 504 | 3.21 | Qtl | |
| 39 | 39 | Fabrication supply and fixing of M.S.Angle iron (35x35x5mm) in chaukhats for door, windows and ventilators including using m.s.flat iron etc. and 3 mm thick gusset plates at corners and junctions including supply of steel cutting, drilling holes bending, moulding requried shap and welding, supply and fixing of necessary hings for doors 125mm of 14 gauge size, window and ventilator 100mm, 16mm gauge size, with cleats and stoppers etc. and 10 mm dia bottom tie rod etc. complete. S.I.No 502 b | 0.59 | Qtl | |
| 40 | 40 | Fabrication and supply of M.S. grill as per approved design and drawing including the stair case railling etc. with square bars, M.S. angle iron, and M.S. flat iron as per direction of Engineer-incharge, supply of steel and its wastage, cutting, drilling holes and welding joints where necessary including each joint tube perfectaly welded and jointed and grinded to smooth finish. As per SI 502 C | 0.1 | Qtl | |
| 41 | 41 | Z-sction windows (ISI marke) or Z- tubler window made of gold rolled formed continous seam welded M.S. tubler box section made from corrosion resistant coated conforming to IS: 513=1973 size of welded tubuler Z-profile and T profile are glzing bars jointed mitred and flush but welded and lugs 100 mm long of 19 x 3 mm size embedded in cement concrete blocks 150 x 100 x 100 of 1:3:6 cement approved coarse sand and 20 mm nominal size of dalla stone aggregate or with plugs and screws required including fixing 4 mm thick glass panes with glazing and special metal sash putty of approved make complete including M.S. oxidised casement fastercer (125 mm length weighting not less than 240 gms) and box type hinges 65 mm length 2.5 mm thick galvnised pin of 6 mm dia and aplying a priming coat of approved steel primer. S.I. No. 502 | 0.14 | Qtl | |
| 42 | 42 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes D.S.R. 10.30.1 | 0.54 | Sqm | |
| 43 | 43 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35mm thick Single leaf S.I.No. 470(ii) | 2.21 | Sqm | |
| 44 | 44 | Providing and fixing 30 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smoth outer integral skin having 71 mm width & 28 mm thick as vertical & horizontal styles. Joints are made using solvent adhesive and GI 'C sections (39mmx19mmx0.60mm thick) or MS pipe (40mmx20mm) stiffener frame insert & telescopic polymeric 'L' corners. the panel shall be filled with 3 mm mm thick high - pressure compact laminate as per manufacture's specifications and directions of the engineer in charge, cover moulding shall be provided for covering fixing screws and elegant look. (For W.C. bathroom door shutter) SOR 9.124 Chapter wood work | 3.15 | Sqm | |
| 45 | 45 | Providing & fixing of Sliding door bolts Aluminium (300x16mm) Ch-9 (9.96.1) | 2 | Nos | |
| 46 | 46 | Providing & fixing of Tower door bolts Aluminium (150x10mm) Ch-9 (9.97.4) | 2 | Nos | |
| 47 | 47 | Providing & fixing of door handle Aluminium 100mm long Ch-9 (9.100.2) | 4 | Nos | |
| 48 | 48 | 12 mm thick plaster with cement mortar inproportion of 1:6 cement and F/sand over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. As per 586+596 | 50.69 | Sqm | |
| 49 | 49 | 12 mm thick plaster with cement mortar inproportion of 1:6 cement and F/sand over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. As per 586 | 39.4 | Sqm | |
| 50 | 50 | 25 mm thick 1:2:4 cement conc. Flooring with cemnet, approved coarse and 2 cm. Graded approved stone balast laid in planels finished with 3 mm (1/8") floating coat of neat cement or cement and marble dust in ratio of 5:1 as specific over and iremoving any overlapping mortar at the joints of the panels if any giving them of all materials, labours, T& P etc. required for proper completion of the work. S.I.No. 601(a) | 12.06 | Cum | |
| 51 | 51 | Providing and fixing glass strips 3mm thick in joints of panels of floor at the time of laying floor flush to the finish level of floor including supply of material ,labour and tile AS per S.I. No. 631a (3.15mm thick and 2.2 cm depth) | 42.21 | Rm | |
| 52 | 52 | Supply and fixing of 6mm thick china white glazed tiles (ceramic tiles) in flooring/ skirting/dado with 1:3 cement and approved coarse sand mortor joints finished with white cement etc. As per s.i.no. 628 | 50.09 | Sqm | |
| 53 | 53 | Painting Two coat With priming coat (but excluding cost of priming cost) on wood or steel and other metal surface with superior synthetic enamel standard make brusing to give an even shade and finish and including cleaning the surface of all dirt dust and other foreign matter and papering and stripping including cost of all material, labour, T&P etc. required for the proper completion of the work. but for every subsequent coat after first coat on wood or steel surface with paint of (iii) Superior quality.S.I.No-1+2+4(III) Chapter 15 New Item | 6.3 | Sqm | |
| 54 | 54 | One priming coat of cement primer and two coats oil distemper on new work including supply of all materials, labour and tools and plants etc. required for proper completion of the work.(S.I. No. 649 + 650) | 20.58 | Sqm | |
| 55 | 55 | Finising walls with water proof cement paint of approved make and on new work with 3 coat to give an even shade including supply of all materials labour and tools and plants etc. required for proper completon of the work. (S.I. No. 660 + 661) | 50.69 | Sqm | |
| 56 | 56 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid. PWD SOR 17.3.1 | 2 | Nos | |
| 57 | 57 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :Range of one urinal basins with 10litre white P.V.C. automatic flushing cistern SI-17.4.1 | 3 | Nos | |
| 58 | 58 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. SI-17.25.2 | 1 | Nos | |
| 59 | 59 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (a) 32 mm dia. SI-17.28.1.1 | 1 | Nos | |
| 60 | 60 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm. SI-17.31 | 1 | Nos | |
| 61 | 61 | Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. Liquid soap Container. SI-17.71 | 1 | Nos | |
| 62 | 62 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, 78 mm and effective height of 88 mm, weighing not lesswidth than 190 gms. As per D.S.R. 17.73.2. Towel rail. SI-17.73.2 | 1 | Nos | |
| 63 | 63 | Providing and fixing uplasticised PVC connection pipe with brass unions :15 mm nominal bore 45 cm long. Wase basin. SI-18.21.2.1 | 1 | Nos | |
| 64 | 64 | Providing & fixing soil, waste and vent pipes. (a) 100 mm dia centrifugally cast iron S & S pipe. | 6 | Rm | |
| 65 | 65 | (b) 75mm dia centrifugally cast iron S & S pipe. Si-17.35.1.2, 17.35.2.2 | 6 | Rm | |
| 66 | 66 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : (a) 15 mm dia nominal bore. SI-18.11.1 | 8 | Rm | |
| 67 | 67 | (b) 20 mm dia nominal bore. SI-18.11.2 | 5 | Rm | |
| 68 | 68 | (c) 25 mm dia nominal bore. SI-18.10.3 | 5 | Rm | |
| 69 | 69 | (D) 40 mm dia nominal bore. SI-18.10.5 | 10 | Rm | |
| 70 | 70 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. (a) 15 mm dia nominal bore. SI-18.50.1 | 3 | Nos | |
| 71 | 71 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Capacity (500x1). SI-18.48 | 500 | Litre | |
| 72 | 72 | Providing and fixing brass stop cock of approved quality : (a) 20 mm dia nominal bore. SI-18.16.2 | 2 | Nos | |
| 73 | 73 | (b) 15 mm dia nominal bore. SI-18.16.1 | 1 | Nos | |
| 74 | 74 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : (a) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. SI-2.10.1.2 | 6 | Rm | |
| 75 | 75 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (a) 100 mm diameter. SI-19.1.1.2 | 6 | Rm | |
| 76 | 76 | (b) 150 mm diameter. SI-19.1.2 | 6 | Rm | |
| 77 | 77 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : (a) 100 mm diameter S.W.Pipe. SI-19.2.1 | 6 | Rm | |
| 78 | 78 | (b) 150 mm diameter S.W.Pipe. SI-19.2.2 | 6 | Rm | |
| 79 | 79 | Wiring points for light with 1.5 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FR PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. SI-138C. earth continuity wire and piano type switch etc. complete in all respects. | 4 | Nos | |
| 80 | 80 | Wiring point Exhaust fan with 1.5 sq.mm FRLSH PVC insulated multistrand single core copper conductor cable in PVCl conduit partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 14 SWG copper earth continuity wire, piano type switch & ceiling roase on 3 mm. thick bakelite sheet etc, complete in all respect including matching colour wash. SI-144C | 2 | Nos | |
| 81 | 81 | As in item 221 (B) but in 20 mm dia (2mmthick) PVC conduit with one no. 2.5 sq. mm for PVC insulated multisrand copper conductor cable as earth wire drawn inside the conduit. SI-221C | 20 | Rm | |
| 82 | 82 | Supply and wiring of submain in PVC insulated 1100 V grade single core Copper conductor cable in heavy gauge rigid PVC conduit partly laid in slab along with reinforcement before concreting with 8 SWG GI earth continuity wire etc. complete in all respects. SI-222C | 15 | Rm | |
| 83 | 83 | Construction of recess pf 600mm x 480mm size of main boards, distribution boards of all sizes including cutting of brick work, providing lintel of suitable size and thickness, plastering etc. with supply of all material labour T&P required for proper completion of the work. SI-1141B | 1 | Nos | |
| 84 | 84 | Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 30m. And including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge. As per S.I. No. 251 | 7.27 | Cum | |
| 85 | 85 | Concrete with 40mm gauge approved Brick ballast, sand of 1.25 fineness modulous in 8:4:1 in foundation including supply of all materials labour and tools and plants etc. required for proper completion of work. S.I. No. 275 | 2.13 | Cum | |
| 86 | 86 | M-150 brick work in 1:6 cement and sand of 2.25 fineness modulous mortar in foundation and plinth including supply of all materials, labour and Tools and Plants etc. required for proper completion of work. S.I. No. 303. | 4.46 | Cum | |
| 87 | 87 | Earth work in filling plinth with transported earth with a lead of 10.00 Km from the site of work including, loading unloading, filling, leveling, watering compacting and dressing as per required at site. As per S.I. No. 253+231 (A) | 3.38 | Cum | |
| 88 | 88 | Providing & injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth junction of wall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduit etc., complete (plinth area of the building at ground floor only shall be measured as per IS-6313 Part II 1981) Aldrine emulisifiable concentrate or any other approved material such as Hepthachlor or Chlordance will be used. The rate of application of chemical emulsion shall be as follows- (I) Treatment for masonary & foundation 5 Ltr. per Sqm. (II) Back fill in immediate contact with foundation 7.5 Ltr.per Sqm. (III) Treatment of top surface of plinth filling 5 Ltr.per Sqm. (IV) Treatment of soil along external peri meter of building 7.50 Ltr. per Sqm. (V) Treatment of soil under apron along external perimeter 5 Ltr. per Sqm. S.I.No. SR | 11.97 | Sqm | |
| 89 | 89 | 25 mm thick damp proof course with cement concrete in 1:1.5:3 cement approved coarse sand and 13mm gauge graded dalla stone aggregate mixed with water proofing compound as ordered by Engineer in-charge in the proportion as specified by the manufacturer. As per S.I.No. 361a | 3.23 | Sqm | |
| 90 | 90 | M-150 class brick work in 1:6 and fine sand of 1.25 fineness modulous mortar in super structure including necessary cutting and moulding of bricks rquired and also including honeycomb brick work, supply of all material labour and tools and plants etc. required for proper completion of work but thickness of wall is one brick (230 mm) S.I. No. 303+309+310. | 7.29 | Cum | |
| 91 | 91 | R.C.C. work with cement, approved coarse sand and 20 mm gauge stone aggrigate with M-20 nominal mix 1:1.5:3 in Lintel band excluding the supply of reinforcement and its bending but including its fixing and binding with 24 BWGGI binding wire, centering and shuttering, supply of all materials, labour and tools and plants etc. required for proper completion of work. As per S.I.NO. 283A | 0.31 | Cum | |
| 92 | 92 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone ballast in the proportion 1:1.5:3 in R.C.C. Slab, excluding supply of steel and its bending but including fixing and binding the same with 24 B. W.G.G.I binding wire and including necessary centering and shuttering etc and also including s/o all materialsrequired for proper comletion of the work.. S.I. No. 284 A | 1.77 | Cum | |
| 93 | 93 | Mild steel or iron work in plain work such as reinforced cement concrete (when not included in over all rate) wrought to required shape as necessary including bending for proper completion of work, supply of steel, all labour etc. required and including westage bend, hook and authorised over lapping shall be measured. As per s.i.no. 504 | 1.68 | Qtl | |
| 94 | 94 | Fabrication supply and fixing of M.S.Angle iron (40x40x5mm) in chaukhats for door, windows and ventilators including using m.s.flat iron etc. and 3 mm thick gusset plates at corners and junctions including supply of steel cutting, drilling holes bending, moulding requried shap and welding, supply and fixing of necessary hings for doors 125mm of 14 gauge size, window and ventilator 100mm, 16mm gauge size, with cleats and stoppers etc. and 10 mm dia bottom tie rod etc. complete.N.S.1 Chapter 10 | 0.19 | Qtl | |
| 95 | 95 | Fabrication and supply of M.S. grill as per approved design and drawing including the stair case railling etc. with square bars, m.s. angle iron, and m.s. flat iron as per direction of Engineer-incharge, supply of steel and its wastage, cutting, drilling holes and welding joints where necessary including each joint tube perfectaly welded and jointed and grinded to smooth finish. As per SI No 502C | 0.48 | Qtl | |
| 96 | 96 | Z-sction windows (151 marke) or Z- tubler window made of gold rolled formed continous seam welded M.S. tubler box section made from corrosion resistant coated conforming to IS: 513=1973 size of welded tubuler Z-profile and T profile are glzing bars jointed mitred and flush but welded and lugs 100 mm long of 19 x 3 mm size embedded in cement concrete blocks 150 x 100 x 100 of 1:3:6 cement approved coarse sand and 20 mm nominal size of dalla stone aggregate or with plugs and screws required including fixing 4 mm thick glass panes with glazing and special metal sash putty of approved make complete including M.S. oxidised casement fastercer (125 mm length weighting not less than 240 gms) and box type hinges 65 mm length 2.5 mm thick galvnised pin of 6 mm dia and aplying a priming coat of approved steel primer. S.I. No. 502 | 0.62 | Qtl | |
| 97 | 97 | Supply and fixing mosquito proof jali having 5 mesh in cach cm. made of 24 B.W.G. wire of heavy quality and including cost of 25x5mm flat iron around the jali etc. complete. | 2.25 | Sqm | |
| 98 | 98 | 12 mm thick plaster with cement mortar inproportion of 1:6 cement and sand of 1.25 F.M. over brick work minium thickness not be less than 10 mm including supply of all materials,labour and T&P etc.required for proper, comletion of work.As per S.I.No.586 | 40.14 | Sqm | |
| 99 | 99 | 12 mm thick plaster with cement mortar inproportion of 1:6 cement and sand of 1.25 F.M. over brick work minium thickness not be less than 10 mm including supply of all materials,labour and T&P etc.required for proper, comletion of work Rough Surface.As per S.I.No.586+596 | 31.5 | Sqm | |
| 100 | 100 | 25 mm thick 1:2:4 cement conc. Flooring with cemnet, approved coarse and 2 cm. Graded approved stone balast laid in planels finished with 3 mm (1/8") floating coat of neat cement or cement and marble dust in ratio of 5:1 as specific over and iremoving any overlapping mortar at the joints of the panels if any giving them of all materials, labours, T& P etc. required for proper completion of the work. S.I.No. 601(b) | 9 | Sqm | |
| 101 | 101 | Providing fixing glass strips of 25mm depth and 3mm thick in the joints of floor at the time of laying cement concrete floor flush to the level of floor complete. As per S.i.no. 631(a) | 31.5 | Rm | |
| 102 | 102 | Finising walls with water proof cement paint of approved make and on new work with 2 coat to give an even shade including supply of all materials labour and tools and plants etc. required for proper completon of the work. but for each coat of water proofing cement after the first 2 coats to given and even shade. (S.I. No. 660 + 661) | 49.28 | Sqm | |
| 103 | 103 | One priming coat of cement primer and two coats oil distemper on new work including supply of all materials, labour and tools and plants etc. required for proper completion of the work.(S.I. No. 649 + 650) | 31.5 | Sqm | |
| 104 | 104 | Painting Two coat With priming coat (but excluding cost of priming cost) on wood or steel and other metal surface with superior synthetic enamel standard make brusing to give an even shade and finish and including cleaning the surface of all dirt dust and other foreign matter and papering and stripping including cost of all material, labour, T&P etc. required for the proper completion of the work. but for every subsequent coat after first coat on wood or steel surface with paint of (iii) Superior quality.S.I.No-1+2+4(III) Chapter 15 New Item | 6.89 | Sqm | |
| 105 | 105 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35mm thick Single leaf S.I.No. 470(ii) | 2.21 | Sqm | |
| 106 | 106 | Providing & fixing of Sliding door bolts Aluminium (300x16mm) Ch-9 (9.96.1) | 1 | Nos | |
| 107 | 107 | Providing & fixing of Tower door bolts Aluminium (150x10mm) Ch-9 (9.97.4) | 1 | Nos | |
| 108 | 108 | Providing & fixing of door handle Aluminium 100mm long Ch-9 (9.100.2) | 2 | Nos | |
| 109 | 109 | Wiring points for light with 1.5 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FR PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. SI-138C. earth continuity wire and piano type switch etc. complete in all respects. | 1 | Nos | |
| 110 | 110 | Wiring point for 5 amp Plug with 141( B) but in PVC conduit with 1.5 sq. mm FR PVC insulated multisrand copper conductor cable as earth wire drawn inside the conduit. SI-141C | 1 | Nos | |
| 111 | 111 | As in item 221 (B) but in 20 mm dia (2mmthick) PVC conduit with one no. 2.5 sq. mm for PVC insulated multisrand copper conductor cable as earth wire drawn inside the conduit. SI-221C | 10 | Rm | |
| 112 | 112 | Supply and wiring of submain in PVC insulated 1100 V grade single core Copper conductor cable in heavy gauge rigid PVC conduit partly laid in slab along with reinforcement before concreting with 8 SWG GI earth continuity wire etc. complete in all respects. SI-222C | 10 | Rm | |
| 113 | 113 | Construction of recess pf 600mm x 480mm size of main boards, distribution boards of all sizes including cutting of brick work, providing lintel of suitable size and thickness, plastering etc. with supply of all material labour T&P required for proper completion of the work. SI-1141B | 1 | Nos | |
| 114 | 114 | Erection and testing of ceiling fan and regulator etc. excluding supply of down rad. Complete in all respect. SI-115 | 1 | Nos | |
| 115 | 115 | Supply & Fixing of Electronic fan regulator. SI-1203A | 1 | Nos | |
| 116 | 116 | Supply & Fixing of ceiling fan ISI Marked 1200 mm sweep decurative. BEE-5 SI-150L(i) | 1 | Nos | |
| 117 | 117 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge. As per S.I. No. 251 | 2.7 | Cum | |
| 118 | 118 | Concrete with 40mm gauge Brick ballast Fine Sand 8:4:1 in foundation including supply of all materials labour and tools and plants etc. required for proper completion of work. S.I. No. 275 | 0.54 | Cum | |
| 119 | 119 | Cement concrete with 20mm gauge dalla stone aggregate approved chopan coarse sand and cement in the proportion of 4:2:1 in hold fast including supply of all materials, labour and tools and plants etc. required for proper completion of work. As per s.i.no. 279(I) | 1.22 | Cum | |
| 120 | 120 | Brick Solling With Straight over burnt laid flat dry including prepation of sub grade to prescribed camber,fillingjoints with lacal earth SI No-762A | 40.2 | Sqm | |
| 121 | 121 | 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 required. 1.00 mm thick with zinc coating not less than 275 gm/m² D.S.R. 12.1.1 | 40.2 | Sqm | |
| 122 | 122 | Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes D.S.R. 10.16.2 | 685.6 | Kg | |
| 123 | 123 | Dismantling jack arches or wooden beam and berjas roofs including roof concrete & including stacking of dismantled materials as directed by Engineer-in-charge within a distance of 60 meters (200feet) But only Roof Concrete S.I.No. 696 | 1.2 | Sqm | |
| 124 | 124 | Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by Engineer-in-charge within a distance of 60 meters (200feet) S.I.No. 697 | 39.75 | Sqm | |
| 125 | 125 | Dismantling door or window including chaukhats with hold fasts and including stacking of materials as directed by Engineer-in-charge within a distance of 60 meters (200feet) S.I.No. 703 | 12.02 | Sqm | |
| 126 | 126 | Dismantling door or window leaves including stacking of materials as directed by Engineer-in-charge with in a distance of 60 meter (200 feet) S.I.No. 704 | 12.02 | Sqm | |
| 127 | 127 | Dismantling existing plaster including disposal of refus as directed by directed by Engineer-in-charge within a distance of 60 meter (200 feet) S.I.No. 706 | 238.92 | Sqm | |
| 128 | 128 | Racking out joints of brick work in cement or lime mortar to a depth of 1 cm, (3/8") including disposal of refuse as directed by directed by Engineer-in-charge within a distance of 60 meter (200 feet) S.I.No. 707 | 199.17 | Sqm | |
| 129 | 129 | Fabrication supply and fixing of M.S.Angle iron (40x40x5mm) in chaukhats for door, windows and ventilators including using m.s.flat iron etc. and 3 mm thick gusset plates at corners and junctions including supply of steel cutting, drilling holes bending, moulding requried shap and welding, supply and fixing of necessary hings for doors 125mm of 14 gauge size, window and ventilator 100mm, 16mm gauge size, with cleats and stoppers etc. and 10 mm dia bottom tie rod etc. complete. S.I.No 502 b | 0.61 | Qtl | |
| 130 | 130 | Fabrication and supply of M.S. grill as per approved design and drawing including the stair case railling etc. with square bars, M.S. angle iron, and M.S. flat iron as per direction of Engineer-incharge, supply of steel and its wastage, cutting, drilling holes and welding joints where necessary including each joint tube perfectaly welded and jointed and grinded to smooth finish. As per SI 502 C | 1.04 | Qtl | |
| 131 | 131 | Z-sction windows (ISI marke) or Z- tubler window made of gold rolled formed continous seam welded M.S. tubler box section made from corrosion resistant coated conforming to IS: 513=1973 size of welded tubuler Z-profile and T profile are glzing bars jointed mitred and flush but welded and lugs 100 mm long of 19 x 3 mm size embedded in cement concrete blocks 150 x 100 x 100 of 1:3:6 cement approved coarse sand and 20 mm nominal size of dalla stone aggregate or with plugs and screws required including fixing 4 mm thick glass panes with glazing and special metal sash putty of approved make complete including M.S. oxidised casement fastercer (125 mm length weighting not less than 240 gms) and box type hinges 65 mm length 2.5 mm thick galvnised pin of 6 mm dia and aplying a priming coat of approved steel primer. S.I. No. 502 | 1.4 | Qtl | |
| 132 | 132 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes D.S.R. 10.30.1 | 5.4 | Sqm | |
| 133 | 133 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35mm thick Single leaf S.I.No. 470(ii) | 6.62 | Sqm | |
| 134 | 134 | Providing & fixing of Sliding door bolts Aluminium (300x16mm) Ch-9 (9.96.1) | 3 | Nos | |
| 135 | 135 | Providing & fixing of Tower door bolts Aluminium (150x10mm) Ch-9 (9.97.4) | 3 | Nos | |
| 136 | 136 | Providing & fixing of door handle Aluminium 100mm long Ch-9 (9.100.2) | 6 | Nos | |
| 137 | 137 | 12 mm thick plaster with cement mortar consisting of 1 part cement and 3 part approved coarse sand minimum thickness not to be less then 10mm including supply of all materials, labour and tools and plants etc. required for proper completion of work. S.I.No. 583 | 39.75 | Sqm | |
| 138 | 138 | 12 mm thick plaster with cement mortar inproportion of 1:6 cement and F/sand over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. As per 586+596 | 91.54 | Sqm | |
| 139 | 139 | 12 mm thick plaster with cement mortar inproportion of 1:6 cement and F/sand over brick work minium thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. As per 586 | 107.63 | Sqm | |
| 140 | 140 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm. S.I.No. 11.41.2 CPWD Chapter 14 | 39.75 | Sqm | |
| 141 | 141 | Painting Two coat With priming coat (but excluding cost of priming cost) on wood or steel and other metal surface with superior synthetic enamel standard make brusing to give an even shade and finish and including cleaning the surface of all dirt dust and other foreign matter and papering and stripping including cost of all material, labour, T&P etc. required for the proper completion of the work. but for every subsequent coat after first coat on wood or steel surface with paint of (iii) Superior quality.S.I.No-1+2+4(III) Chapter 15 New Item | 6.62 | Sqm | |
| 142 | 142 | 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. D.S.R. 13.80 | 238.92 | Sqm | |
| 143 | 143 | One priming coat of cement primer and two coats oil distemper on new work including supply of all materials, labour and tools and plants etc. required for proper completion of the work.(S.I. No. 649 + 650) | 147.37 | Sqm | |
| 144 | 144 | Finising walls with water proof cement paint of approved make and on new work with 3 coat to give an even shade including supply of all materials labour and tools and plants etc. required for proper completon of the work. (S.I. No. 660 + 661) | 91.54 | Sqm | |
| 145 | 145 | Muga Jali 1/2x24 Gauge Chapter 1 material S.N. 13 | 92.83 | Sqm | |
| 146 | 146 | Cement concrete with 20mm gauge dalla stone aggregate approved chopan coarse sand and cement in the proportion of 3:1.5:1 including supply of all materials, labour and tools and plants etc. required for proper completion of work. As per s.i.no. 279(II) | 3.71 | Sqm | |
| 147 | 147 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections D.S.R. 21.1.1.2 | 43.85 | Kg | |
| 148 | 148 | As per item no. 12 above but for shutter of window and ventilator Powder coated aluminium (minimum thickness of powder coating 50 micron) D.S.R. 21.1.2.2 | 76.11 | Kg | |
| 149 | 149 | Providing and fixing 12 mm thick prelaminated particle board D.S.R. 21.2.2 | 21.6 | Sqm | |
| 150 | 150 | Providing and fixing glazing in aluminium door, window, ventilator shutters sand partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5.50 mm thickness DSR-21.3.2 | 28.8 | Sqm | |
| 151 | 151 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer . D.S.R. 9.84 | 8 | Nos | |
| 152 | 152 | Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: (125x75x4 mm) D.S.R. 9.95.1 | 8 | Nos | |
| 153 | 153 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : (250x16mm) D.S.R. 9.96.2 | 8 | Nos | |
| 154 | 154 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : (300x10mm) D.S.R. No. 9.97.1 | 8 | Nos | |
| 155 | 155 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : (125 mm) D.S.R. No. 9.100.1 | 8 | Nos | |
| 156 | 156 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper D.S.R. No. 9.101.2 | 8 | Nos | |
| 157 | 157 | Wiring points for light with 1.5 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FR PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. SI-138C. earth continuity wire and piano type switch etc. complete in all respects. | 14 | Nos | |
| 158 | 158 | Wiring point for 5 amp Plug with 141( B) but in PVC conduit with 1.5 sq. mm FR PVC insulated multisrand copper conductor cable as earth wire drawn inside the conduit. SI-141C | 8 | Nos | |
| 159 | 159 | As in item 221 (B) but in 20 mm dia (2mmthick) PVC conduit with one no. 2.5 sq. mm for PVC insulated multisrand copper conductor cable as earth wire drawn inside the conduit. SI-221C | 50 | Rm | |
| 160 | 160 | Supply and wiring of submain in PVC insulated 1100 V grade single core Copper conductor cable in heavy gauge rigid PVC conduit partly laid in slab along with reinforcement before concreting with 8 SWG GI earth continuity wire etc. complete in all respects. SI-222C | 10 | Nos | |
| 161 | 161 | Construction of recess pf 600mm x 480mm size of main boards, distribution boards of all sizes including cutting of brick work, providing lintel of suitable size and thickness, plastering etc. with supply of all material labour T&P required for proper completion of the work. SI-1141B. | 4 | Nos | |
| 162 | 162 | Supply and fixing of power plug with 15A/250 volt flush type switch and 5 pin 15A/250V flush type universal socket in suitable M.S. box of 1.75mm x 100mm x 50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer.SI-1139 | 4 | Nos | |
| 163 | 163 | Erection and testing of ceiling fan and regulator etc. excluding supply of down rad. Complete in all respect. SI-1115 | 4 | Nos | |
| 164 | 164 | Supply & Fixing of Electronic fan regulator. SI-1203A | 4 | Nos | |
| 165 | 165 | Supply & Fixing of ceiling fan ISI Marked 1200 mm sweep decurative | 4 | Nos |
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