Repair Of Working Plan CCF Quarters Vishveshwarayya Nagar Belagavi

DETAILED ESTIMATE

Name : Reapir of working plan CCF Quarters at Vishvehwarya Nagar Belagavi

Division : Belagavi

Range : Belagavi

Place: Belagavi

Amount: 3000000.00

Sl.No Particular of Items Nos L (m) B (m) H/D (m) Quantity Amount

1 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. In cement mortar [PWD CSR 2023-24, Vol-1, Pg.No.-187, It.No.-19.7.3]

Damaged Compound wall 1 x 10.00 x 0.30 x 1.80 = 5.40

Basic Rate + Area Weightage = 1029.00 + 5% = 1080.45

2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces requiredIn all kinds of soils Depth upto 3 m [PWD-CSR-2023-24, VOL-1, Page No:8, It.No:1.14]

Compound Wall 1 31.00 x 0.60 x 0.50 = 9.30

Drainage Pipe 1 60.00 x 0.60 x 0.90 = 32.40

Basic Rate + Area Weightage = 102.00 + 5% = 107.10

3 PCC M-7.5 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates [PWD CSR 2023-24, Vol-1, Pg.No.-15, It.No.-2.1.2]

Compound Wall 1 x 31.00 x 0.60 x 0.10 = 1.86

Basic Rate + Area Weightage = 5607.00 + 5% = 5887.35

4 Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6. [PWD CSR 2023-24, Vol-2, Pg.No.-9, It.No.-5.6]

Compound Wall 1 x 31.00 x 0.35 x 0.40 = 4.34

Basic Rate + Area Weightage = 6434.00 + 5% = 6755.70

5 RCC M-20 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [PWD-CSR-2023-24, VOL-1, Page No:16 , It.No:2.5.1]

Compound Wall PB 1 x 31.00 x 0.35 x 0.20 = 2.17

Basic Rate + Area Weightage = 6527.00 + 5% = 6853.35

6 FORMWORK FOR LINTEL & SLAB BEAM @ 60 % of the rate of above concrete item [ PWD CSSR 2023-24 Vol-1, Pg.No-112, Sl.No.- 14 ]

Plinth Beam = 2.17

Basic Rate + Form Work % = 6527.0 + 60% = 3916.20

7 TMT STEEL Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Buildings [PWD CSR 2023-24, Vol-1, Pg.No.-18, It.No.-2.11.a]

Plinth Beam+ Cill 1 x 2.17 x 80.00 x Kg/Cum = 173.60

Basic Rate + Area Weightage = 80195.0 + 5% = 84204.75

8 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per spec. [PWD CSR 2023-24, Vol-2, Pg.No.-17, It.No.-6.33]

Compound Wall 1 x 31.00 x 2.10 = 65.10

Basic Rate + Area Weightage = 1229.00 + 5% = 1290.45

9 PCC M-15 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates [PWD CSR 2023-24, Vol-1, Pg.No.-15, It.No.-2.1.6]

Compound Wall Coping 1 x 31.00 x 0.15 x 0.10 = 0.47

Floor Concrete Back Side 1 x 8.00 x 8.00 x 0.15 = 9.60

Parking Area 1 x 10.60 x 4.00 x 0.15 = 6.36

Basic Rate + Area Weightage = 6166.00 + 5% = 6474.30

10 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) [ PWD Vol -3 2023-24, Pg.No-51, It.No-6.8.2]

Basic Rate + Area Weightage = 1161.00 + 5% = 1219.05

11 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge[PWD CSR 2023-24, Vol-2, Pg.No.-42, It.No.-8.9]

Compound Wall Sides 2 x 31.00 x 2.25 = 139.50

Basic Rate + Area Weightage = 382.00 + 5% = 401.10

12 Finishing walls with textured exterior paint of required shade :Old work (Two coats on existing cement paint surface applied @ 3.28 l/10 m² including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.) [PWD CSR 2023-24, Vol-2, Pg.No.-53, It.No.-8.73.1]

Compound Wall 144.15 Sqm

Basic Rate + Area Weightage = 216.00 + 5% = 226.80

13 Providing and fixing 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 including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.[PWD SR 2023-24,Vol -2, Pg.No-82, It.No-11.16.2]

Rafters slope Roof 5 x 16.20 x 8.59 x Kg/m = 695.79 100x50x4mm

Purlins 15 x 12.85 x 5.39 x Kg/m = 1038.92 60x40x4mm

Rafters Forch 3 x 5.40 x 8.59 x Kg/m = 139.16 100x50x4mm

Purlins 2 x 2.40 x 5.39 x Kg/m = 25.87 60x40x4mm

Rafters Forch 3 x 7.50 x 8.59 x Kg/m = 193.28 100x50x4mm

Purlins 2 x 4.00 x 5.39 x Kg/m = 43.12 60x40x4mm

Back Side Shead

Plate 7850 6 x 0.25 x 0.25 x 0.006 = 17.66 6mm thk plate

Verticle Poles 3 x 2.10 x 11.73 x Kg/m = 73.90 100x100x4mm

Rafters slope 3 x 8.60 x 8.59 x Kg/m = 221.62 100x50x4mm

Purlins 6 x 8.60 x 5.39 x Kg/m = 278.12 60x40x4mm

Car Parking Shead

Plate 7850 6 x 0.25 x 0.25 x 0.006 = 17.66 6mm thk plate

Verticle Poles 3 x 2.10 x 11.73 x Kg/m = 73.90 100x100x4mm

Rafters slope 3 x 4.20 x 8.59 x Kg/m = 108.23 100x50x4mm

Purlins 6 x 10.60 x 5.39 x Kg/m = 342.80 60x40x4mm

L Angle To Hinges 6 x 0.30 x 4.00 x Kg/m = 7.20 45x45x6mm

Border Frame+middle 1 x 11.00 x 7.01 x Kg/m = 77.11 100x50x3.2mm

Verticle Strips 12 x 1.50 x 5.50 x Kg/m = 99.00 80x40x3.2mm

CNC Plate 7850 2 x 0.90 x 1.00 x 0.012 = 169.56 12mm thk plate

L Angle To Hinges 3 x 0.30 x 4.00 x Kg/m = 3.60 45x45x6mm

Border Frame+middle 1 x 3.45 x 7.01 x Kg/m = 24.18 100x50x3.2mm

Verticle Strips 6 x 1.50 x 5.50 x Kg/m = 49.50 80x40x3.2mm

CNC Plate 7850 1 x 0.60 x 1.00 x 0.012 = 56.52 12mm thk plate

Basic Rate + Area Weightage = 147.00 + 5% = 154.35

14 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineerin-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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.[PWD-CSR-2023-24, VOL-2, Page No:26 , It.No:7.38 ]

Roofing Sheet 1 x 16.20 x 12.85 = 208.17

Back Side Shead 1 x 8.60 x 8.60 = 73.96

Car Parking Shead 1 x 10.60 x 4.20 = 44.52

Basic Rate + Area Weightage = 568.00 + 5% = 596.40

15 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete Ridges plain (500 - 600mm)[PWD-CSR-2023-24, VOL-2, Page No: 26 , It.No:7.39.1]

Basic Rate + Area Weightage = 451.00 + 5% = 473.55

16 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge [PWD CSR 2023-24, Vol-2, Pg.No.-47, It.No.-8.33.3]

Rafters slope 5 x 16.20 x 0.30 = 24.30 100x50x4mm

Purlins 15 x 12.85 x 0.20 = 38.55 60x40x4mm

Rafters 3 x 5.40 x 0.30 = 4.86 100x50x4mm

Purlins 2 x 2.40 x 0.20 = 0.96 60x40x4mm

Rafters 3 x 7.50 x 0.30 = 6.75 100x50x4mm

Purlins 2 x 4.00 x 0.20 = 1.60 60x40x4mm

Back Side Shead

Plate 6 x 0.25 x 0.20 = 0.30 6mm thk plate

Verticle Poles 3 x 2.10 x 0.20 = 1.26 100x100x4mm

Rafters slope 3 x 8.60 x 0.30 = 7.74 100x50x4mm

Purlins 6 x 8.60 x 0.20 = 10.32 60x40x4mm

Car Parking Shead

Plate 6 x 0.25 x 0.25 = 0.38 6mm thk plate

Verticle Poles 3 x 2.10 x 0.30 = 1.89 100x100x4mm

Rafters slope 3 x 4.20 x 0.30 = 3.78 100x50x4mm

Purlins 6 x 10.60 x 0.20 = 12.72 60x40x4mm

L Angle To Hinges 6 x 0.30 x 0.20 = 0.36 45x45x6mm

Border Frame+middle 1 x 11.00 x 0.30 = 3.30 100x50x3.2mm

Verticle Strips 12 x 1.50 x 0.20 = 3.60 80x40x3.2mm

CNC Plate 2 x 0.90 x 1.00 = 1.80 12mm thk plate

L Angle To Hinges 3 x 0.30 x 0.30 = 0.27 45x45x6mm

Border Frame+middle 1 x 3.45 x 0.20 = 0.69 100x50x3.2mm

Verticle Strips 6 x 1.50 x 0.30 = 2.70 80x40x3.2mm

CNC Plate 1 x 0.60 x 1.00 = 0.60 12mm thk plate

Basic Rate + Area Weightage = 139.00 + 5% = 145.95

17 Providing and laying Vitrified tiles with thickness 9-10 mm in floor with different sizes with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile Size of Tile 600x600 mm [PWD CSR 2023-24, Vol-2, Pg.No.-62, It.No.-9.21.5]

Bath Walls LW 2 x 2.00 x 1.80 = 7.20

Toilet Walls LW 2 x 2.00 x 1.80 = 7.20

Deduction D1 -3 x 0.75 x 1.80 = -4.05

Basic Rate + Area Weightage = 1238.00 + 5% = 1299.90

18 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge..Size of Tile 600x1200mm [PWD CSR 2023-24, Vol-2, Pg.No.-62, It.No.-9.20.5]

Basic Rate + Area Weightage = 209.00 + 5% = 219.45

19 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutterscovered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.[PWD CSR 2023-24,Vol -2, Pg.No-105, It.No-12.57.1]

Basic Rate + Area Weightage = 4043.00 + 5% = 4245.15

20 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame [PWD CSR 2023-24, Vol-2, Pg.No.-112 , It.No.-12.96]

Basic Rate + Area Weightage = 643.00 + 5% = 675.15

21 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. [PWD CSR 2023-24, Vol-2, Pg.No.-104 , It.No.-12.51]

Basic Rate + Area Weightage = 1016.00 + 5% = 1066.80

22 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. [PWD CSR 2023-24, V l-2, Pg.No.-105 , It.No.-12.61]

Basic Rate + Area Weightage = 990.00 + 5% = 1039.50

23 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal dia Pipes [CSR 2023-24,Vol -2, Pg.No-122, It.No-13.31.4]

Basic Rate + Area Weightage = 400.00 + 5% = 420.00

24 Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 32 mm dia PVC Tee[PWD-CSR-2023-24, VOL-2, Page No:116 , It.No: 10.10.2 ]

Basic Rate + Area Weightage = 32.00 + 5% = 33.60

25 Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 32 mm dia PVC BEND [PWD-CSR-2023-24, VOL-2, Page No:118 , It.No: 10.11.2 ]

Basic Rate + Area Weightage = 36.00 + 5% = 37.80

26 Supply and delivery at site special moulded variety PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 32 mm dia PVC REDUCER [PWD-CSR-2023-24, VOL-2, Page No:118 , It.No: 10.13.2 ]

Basic Rate + Area Weightage = 40.00 + 5% = 42.00

27 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore Horizontal [PWD-CSR-2023-24, VOL-2, Page No:118 , It.No: 13.6.2.1 ]

Basic Rate + Area Weightage = 809.00 + 5% = 849.45

28 Providing and fixing unplasticised PVC connection pipe with brass unions :45 cm length 20 mm nominal bore [PWD-CSR-2023-24, VOL-2, Page No:118 , It.No: 13.8.2.2 ]

Basic Rate + Area Weightage = 110.00 + 5% = 115.50

29 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVCplain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes [PWD-CSR-2023-24, VOL-2, Page No:122 , It.No: 13.31.3 ]

Basic Rate + Area Weightage = 318.00 + 5% = 333.90

30 Providing and fixing brass stop cock of approved quality :20 mm nominal bore [CSR 2023-24,Vol -2, Pg.No-117, It.No-13.3.2]

Basic Rate + Area Weightage = 305.00 + 5% = 320.25

31 Providing and fixing brass bib cock of approved quality :20 mm nominal bore [CSR 2023-24,Vol -2, Pg.No-117, It.No-13.2.2]

Basic Rate + Area Weightage = 305.00 + 5% = 320.25

32 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet 150 mm diameter [CSR 2023-24,Vol -2, Pg.No-118, It.No-13.9.2]

Basic Rate + Area Weightage = 279.00 + 5% = 292.95

33 Providing and fixing PTMT Sink cock of approved quality and colour 15 mm nominal bore, weighing not less than 130 g..[CSR 2023-24,Vol -2, Pg.No-120, It.No-13.20a]

Basic Rate + Area Weightage = 260.00 + 5% = 273.00

34 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 W.C. pan with ISI marked white solid plastic seat and lid [PWD CSR 2023-24,Vol -2, Pg.No-131, It.No-14.3.1]

Basic Rate + Area Weightage = 5977.00 + 5% = 6275.85

35 Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete 10 litre (full flush) capacity-white [PWD CSR 2023-24,Vol -2, Pg.No-131, It.No-14.19.1]

Basic Rate + Area Weightage = 1808.00 + 5% = 1898.40

36 Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. [PWD CSR 2023-24,Vol -2, Pg.No-133, It.No-14.7B]

Basic Rate + Area Weightage = 2296.00 + 5% = 2410.80

37 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 65 mm nominal dia Pipes [PWD-CSR-2023-24, VOL-2, Page No:123 , It.No: 13.33.7]

Basic Rate + Area Weightage = 1400.00 + 5% = 1470.00

38 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 100 mm nominal dia Pipes [PWD-CSR-2023-24, VOL-2, Page No:123 , It.No: 13.33.9]

Basic Rate + Area Weightage = 2524.00 + 5% = 2650.20

39 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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[PWD-CSR-2023-24, VOL-2, Page No:123 , It.No: 13.34 ]

2 x 1000 2000.00 Liters

Total 2000.00 x 9.45 / Liters 18900.00 9

Basic Rate + Area Weightage = 9.00 + 5% = 9.45

40 Constructing brick masonry chamber of internal dimension 230x150mm and depth of 600mm (inner dimensions) with modular bricks of CD 75in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. [PWD-CSR-2023-24, VOL-5, Page No:190 , It.No: 16.13 ]

Basic Rate + Area Weightage = 2237.00 + 5% = 2348.85

41 Supplying heavy gauge PVC conduit pipe ......mm dia..........mm thick confirming to IS2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and un used ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 25 mm dia 2 mm thick [PWD CSR 2023-24, Vol-6, Pg.No.-2 , It.No.-1.2.2]

Basic Rate + Area Weightage = 78.00 + 5% = 81.90

42 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, screws at an interval of 300mm …. Etc as required..)[PWD CSR 2023-24, Vol-6, Pg.No.-3 , It.No.-1.8.2]

Basic Rate + Area Weightage = 35.00 + 5% = 36.75

43 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments [PWD CSR 2023-24, Vol-6, Pg.No.-5 , It.No.-2.3.1]

Unit Qty Basic Rate AW Rate

44 Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete.(PWD Elec SR - 2023-24 - Item No. - 3.3)[PWD CSR 2023-24, Vol-6, Pg.No.-8, It.No.-3.3]

Unit Qty Basic Rate AW Rate Amount

45 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293..[PWD CSR 2023-24, Vol-6, Pg.No.- 9, It.No.-3.6.1]

Unit Qty Basic Rate AW Rate Amount

6A One Way Switch Each 39 102 0% 102.00 3978 102.00

6A Three Way socket Each 24 171 0% 171.00 4104 171.00

Stepped Fan Regulator Two Module Each 6 357 0% 357.00 2142 357.00

16A One Way Switch Each 0 180 0% 180.00 0 180.00

6/16A Universal Socket Each 0 236 0% 236.00 0 236.00

6A Bell Push Each 0 177 0% 177.00 0 177.00

46 Providing and fixing chromium plated brass curtain rod with ISI mark hav ing wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete 12mm[PWD CSR 2023-24, Vol-2, Pg.No.-106 , It.No.-12.66.1]

Basic Rate + Area Weightage = 561.00 + 5% = 589.05

37 Providing & fixing 100% Polyester Curtains with specification of regular wash as per direction of Engineer in charge[PWD CSR 2023-24, Vol-2, Pg.No.-85, It.No.-11.29.2]

Windows W1 3 x 1.80 x 1.80 = 9.72

Basic Rate + Area Weightage = 1200.00 + 5% = 1260.00

48 Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 1.8-2.0mm. Maximum possible size – 1519mm x 1519mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)[PWD CSR 2023-24, Vol-2, Pg.No.-109, It.No.-12.87]

Hall Ventilator 1 x 1.50 x 0.40 = 0.60

Basic Rate + Area Weightage = 6551.00 + 5% = 6878.55

49 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge[PWD CSR 2023-24, Vol-2, Pg.No.-85, It.No.-11.29.2]

Basic Rate + Area Weightage = 862.00 + 5% = 905.10

Sub Total Rs = 2510048.28

Techenically Scrutiny Charges = 0.50% 12550.24

Estimate Prepration & Consulting Charges = 1% 25100.48

Miscellaneous & rounding off.. = LS 492.31 0.00

Grand Total = 3000000.00 3000000

Amount in words = Thirty Lakh's Only.

1 Certified that the rates adopted in this estimate are as per the common sanctioned schedule of rates for the year 2023-24

2 Certified that the above estimates of work is not included in any previous estimates sanctioned in the year 2023-24

3 Certified that the above estimates of work has been included in the sactioned Annual plan of operations

Range Forest Officer's