Proposed High School at Hunnura Mastiholi in Hukkeri Taluka Bealagavi District Under HoA 4059 Departmental Buildings -Construction for the year 2025-26

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Sl no Items Qty Rate Amount

Construction of Road

2 Earthwork excavation by mechanical means in hard /ordinary soil involving an average horizontal throw upto 2mtrs. & average lift upto 0.5mtrs. excavated surface levelled and sides neatly dressed etc. the desposed earth to be levelled neatly after the breaking of clods completed as per specifications MORTH clause 301. (P No-139 / 19.2.1) Cum 2057.75 31.50 64819.13 4115.50 2057.75 31.50 64819.13 50% 129638.25

7 KSRRB M500-6.KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WBM, WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502 (P No-158 / 21.6 sqm 4137.50 30.40 125780.00 8275.00 4137.50 30.40 125780.00 50% 251560

8 KSRRB M500-10. Tack Coat:- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechancial broom. complete as per specifications. MORTH Specification No. 503 (P No-159 / 21.10.2) using Bitumen 80/100 sqm 4137.50 10.67 44147.13 8275.00 4137.50 10.67 44147.13 50% 88294.25

9 KSRRB M500-18. Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder at 4.5 to 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 500.8 complete in all respects complete as per specifications. (P No-160 / 21.20.6) 25-30mm compacted thickness with 5% bitumen using 60/70 using 40-60 HMP using mechanical paver (Grading-II) cum 103.44 7867.49 813793.50 206.88 103.44 7867.49 813793.50 50% 1627586.994

10 KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory roller)MORTH Specification No. 305 (P No-145 / 19.62) cum 215.31 445.20 95857.13 430.63 215.31 445.20 95857.13 50% 191714.25

Construction of Road

2 Earthwork excavation by mechanical means in hard /ordinary soil involving an average horizontal throw upto 2mtrs. & average lift upto 0.5mtrs. excavated surface levelled and sides neatly dressed etc. the desposed earth to be levelled neatly after the breaking of clods completed as per specifications MORTH clause 301. (P No-139 / 19.2.1) Cum 2057.75 31.50 64819.13 4115.50 2057.75 31.50 64819.13 50%

7 KSRRB M500-6.KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WBM, WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502 (P No-158 / 21.6 sqm 4137.50 30.40 125780.00 8275.00 4137.50 2571.45 10639374.38 50%

8 KSRRB M500-10. Tack Coat:- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechancial broom. complete as per specifications. MORTH Specification No. 503 (P No-159 / 21.10.2) using Bitumen 80/100 sqm 2482.50 10.67 26488.28 8275.00 2482.50 30.40 75468.00 30%

9 KSRRB M500-18. Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder at 4.5 to 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 500.8 complete in all respects complete as per specifications. (P No-160 / 21.20.6) 25-30mm compacted thickness with 5% bitumen using 60/70 using 40-60 HMP using mechanical paver (Grading-II) cum 62.06 7867.49 488276.10 206.88 62.06 7867.49 488276.10 30%

10 KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory roller)MORTH Specification No. 305 (P No-145 / 19.62) cum 129.19 445.20 57514.28 430.63 129.19 445.20 57514.28 30%

Construction of Road

8 KSRRB M500-10. Tack Coat:- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechancial broom. complete as per specifications. MORTH Specification No. 503 (P No-159 / 21.10.2) using Bitumen 80/100 sqm 1655.00 10.67 17658.85 8275.00 1655.00 10.67 17658.85 20%

9 KSRRB M500-18. Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder at 4.5 to 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 500.8 complete in all respects complete as per specifications. (P No-160 / 21.20.6) 25-30mm compacted thickness with 5% bitumen using 60/70 using 40-60 HMP using mechanical paver (Grading-II) cum 41.38 7867.49 325517.40 206.88 41.38 7867.49 325517.40 20%

10 KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory roller)MORTH Specification No. 305 (P No-145 / 19.62) cum 86.13 445.20 38342.85 430.63 86.13 445.20 38342.85 20%

11 KSRRB M800-13. Road marking with Hot Applie Thermoplastic Compound with Reflecting Glass Beads on Bitumimous Surface :- Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads at 250gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. (P No-179 / 24.15) MORTH specification No. 803 sqm 375.00 537.60 201600.00 0.00 537.60 0.00 100% 201600.00

15 KSRRB M800-2. Retro-Reflectorised Traffic Signs :- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 800.1.3, fixed over Aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing complete as per specifications. MORTH Specification No.801 (P No-177 / 24.2.4.1) 80cm x 60cm rectangular - Type-IV sqm 2.00 3867.15 7734.30 0.00 3867.15 0.00 100% 7734.30

16 KSRRB M800 Road markers / Road stud KSRRB M800-35. Providing and fixing of road stud 100x 100 mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS: 873 part 4:1973 complete as per specifications (P No-184 / 24.41) no 80.00 352.80 28224.00 0.00 352.80 0.00 100% 28224.00

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Sl no Items Unit Qty Rate Amount Milestone -1 Quantity Milestone -2 Quantity Milestone -3 Quantity Total Quantity Rate in Rs. Amount for Mile Stone 1 in Rs Amount for Mile Stone 2 in Rs Amount for Mile Stone 3 in Rs Total Amount in Rs

1 2.5.2 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 36.14 11909.15 430393.20 36.14 0.00 0.00 36.14 11909.14634 430393.20 0.00 0.00 430393.20 21862.21

2 2.5.2 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 50.05 11208.61 560954.51 50.05 0.00 0.00 50.05 11208.60832 560954.51 0.00 0.00 560954.51 91703.30

3 2.5.2 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 130.79 10508.07 1374352.98 130.79 0.00 0.00 130.79 10508.0703 1374352.98 0.00 0.00 1374352.98 938173.86

4 2.5.2 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 4.05 10157.80 41179.55 4.05 0.00 0.00 4.05 10157.80129 41179.55 0.00 0.00 41179.55 126261.53

5 2.11 Steel Fabrication 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. a. Buildings t 28.81 83426.86 2403782.00 28.81 0.00 0.00 28.81 83426.8585 2403782.00 0.00 0.00 2403782.00 1108622.59

6 2.1.4 Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 4.75 6394.72 30346.00 4.75 0.00 0.00 4.75 6394.7241 30346.00 0.00 0.00 30346.00 88694.46

7 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 155.236 8268.30 1283540.16 80.00 75.24 0.00 155.24 8268.3044 661464.35 622075.80 0.00 1283540.16 223134.91

8 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 246.50 1070.47 263865.45 0.00 246.50 0.00 246.50 1070.4687 0.00 263865.45 0.00 263865.45 111500.93

9 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kgs 3228.12 174.77 564179.82 0.00 3228.12 0.00 3228.12 174.7704 0.00 564179.82 0.00 564179.82 151816.90

10 12.90 Providing & fixing of 3-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 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sqm 146.70 7005.38 1027689.28 0.00 0.00 146.70 146.70 7005.3802 0.00 0.00 1027689.28 1027689.28 106271.83

11 8.8 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) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) 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. Sqm 906.02 383.87 347793.46 0.00 906.02 0.00 906.02 383.8707 0.00 347793.46 0.00 347793.46 242570.66

12 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) 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. Sqm 1545.79 263.20 406846.56 0.00 1545.79 0.00 1545.79 263.1959 0.00 406846.56 0.00 406846.56 169799.63

13 8.51 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 as per specifications and as per directions of Engineer in charge. Sqm 2307.00 104.03 239997.16 0.00 2307.00 0.00 2307.00 104.03 0.00 239997.16 0.00 239997.16 350132.36

14 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), 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 600x600 mm Sqm 653.18 1287.89 841226.19 0.00 653.18 0.00 653.18 1287.8914 0.00 841226.19 0.00 841226.19 210079.42

15 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications Sqm 24.94 5540.64 138166.88 0.00 24.94 0.00 24.94 5540.6378 0.00 138166.88 0.00 138166.88 918262.17

16 8.63 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. Sqm 2307.00 85.30 196797.67 0.00 2307.00 0.00 2307.00 85.3046 0.00 196797.67 0.00 196797.67 459131.72

17 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 906.02 294.40 266735.90 0.00 906.02 0.00 906.02 294.4049 0.00 266735.90 0.00 266735.90 583322.37

18 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 146.70 119.63 17550.38 0.00 146.70 0.00 146.70 119.6345 0.00 17550.38 0.00 17550.38 23423.59

19 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.40 102797.24 143980.39 0.00 1.40 0.00 1.40 102797.2445 0.00 143980.39 0.00 143980.39 10540.62

20 12.57.2 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 shutters covered 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.12.57.2 -do- 30 mm thick one side teak and one side commercial Sqm 26.325 3633.77 95658.94 0.00 26.33 0.00 26.33 3633.7679 0.00 95658.94 0.00 95658.94 309961.55

21 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 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. Sqm 68.445 55.14 3773.78 0.00 68.44 0.00 68.44 55.1359 0.00 3773.78 0.00 3773.78 3994836.52

22 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 68.44 179.97 12318.18 0.00 0.00 68.44 68.44 179.9719 0.00 0.00 12318.18 12318.18 9726.50

23 12.51 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. Nos 9.00 1055.90 9503.14 9.00 0.00 0.00 9.00 1055.9045 9503.14 0.00 0.00 9503.14 1499530.71

24 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. Kgs 218.48 587.77 128415.88 0.00 218.48 0.00 218.48 587.7695 0.00 128415.88 0.00 128415.88 240868.23

25 12.69.2 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm Nos 54.00 252.79 13650.82 0.00 54.00 0.00 54.00 252.7929 0.00 13650.82 0.00 13650.82 503390.92

26 Providing and fixing Hold fasts M.S. for doors etc complete (Material Components P.No -A25 I.No 444 ) Nos 54.00 52.02 2808.81 0.00 0.00 54.00 54.00 52.015 0.00 0.00 2808.81 2808.81 665439.51

27 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm Nos 36.00 45.77 1647.84 0.00 0.00 36.00 36.00 45.7732 0.00 0.00 1647.84 1647.84 45351.12

28 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. Nos 9.00 1094.40 9849.56 0.00 0.00 9.00 9.00 1094.3956 0.00 0.00 9849.56 9849.56 359453.37

29 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete Nos 18.00 135.24 2434.30 0.00 0.00 18.00 18.00 135.239 0.00 0.00 2434.30 2434.30 485754.73

30 Providing and fixing Screws approved Nails and screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) Kgs 5.00 69.70 348.50 0.00 0.00 5.00 5.00 69.7001 0.00 0.00 348.50 348.50 242830.35

31 8.16 a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications sqm 40.80 1278.53 52163.97 0.00 0.00 40.80 40.80 1278.5287 0.00 0.00 52163.97 52163.97 539081.53

32 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 21.18 8299.51 175783.69 0.00 0.00 21.18 21.18 8299.5134 0.00 0.00 175783.69 175783.69 1986627.38

33 11.29.1 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge sqm 146.70 714.69 104844.45 0.00 0.00 146.70 146.70 714.6861 0.00 0.00 104844.45 104844.45 199120.89

34 19.3 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. Cum 13.05 2523.77 32942.51 0.00 0.00 13.05 13.05 2523.7678 0.00 0.00 32942.51 32942.51 195260.04

35 19.55 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground to the appropriate disposal area as per direction of Engineer-in-charge. sqm 170.28 38.49 6554.31 0.00 0.00 170.28 170.28 38.4911 0.00 0.00 6554.31 6554.31 16408.72

36 19.7.3 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 Cum 2.85 1070.47 3049.04 0.00 0.00 2.85 2.85 1070.4687 0.00 0.00 3049.04 3049.04 132353.88

37 11.30.2 Providing & fixing glass panes with putty and glazing clips in steeldoors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. Cum 7.02 1308.70 9187.06 0.00 0.00 7.02 7.02 1308.6974 0.00 0.00 9187.06 9187.06 187296.02

38 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alroundto a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For PVC pipes 110mm dia., 6 kg/sqcm & class 3 M 105.30 423.33 44576.65 0.00 0.00 105.30 105.30 423.33 0.00 0.00 44576.65 44576.65 8615.18

39 9.36 Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. sqm 84.49 1712.33 144678.51 0.00 0.00 84.49 84.49 1712.3338 0.00 0.00 144678.51 144678.51 24284.79

40 14.10.2.1 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :2 Kitchen sink without drain board each 2.00 3771.09 7542.18 0.00 0.00 2.00 2.00 3771.0875 0.00 0.00 7542.18 7542.18 19202.40

41 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. sqm 279.88 2962.77 829209.45 0.00 0.00 279.88 279.88 2962.7744 0.00 0.00 829209.45 829209.45 829209.45 45080.53

42 10.15.1 Providing and fixing of Aluminium composite panel of approved make and colour for wall cladding for Brick/Rcc/stone walls & coloumns/beams with necessary aluminium frame works at required level made out of 50x25x4mm C section or equivalent. The panel should consist of 3mm thick non-halogenated FR grade mineral based polymer ( 2 hrs fire resistance as per ASTM E119-12 and clause B, S1, do as per ENT 13501-1sandwiched between 0.50 skins thick aluminium sheet making a total panel thickness of 4mm. The surfaces will be finished with PVDF based coating on topsides and service coating on reverse sides would be in polyester paint. The system shall be fixed using GI brackets, aluminium L cleats and stainless steel bolts and nuts complete with spring washer and cap nuts and all other necessary accessories, sealing shall be done with necessary rods etc., complete sqm 158.24 4149.76 656674.10 0.00 0.00 158.24 158.24 4149.7567 0.00 0.00 656674.10 656674.10 656674.10 250304.04

FIRST FLOOR HEAD ROOM

1 2.5.2 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 11.10 12027.06 133540.76 0.00 11.10 0.00 11.100 12027.05868 0.00 133540.76 0.00 133540.76 80552.70

2 2.5.2 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 0.955 11319.58 10809.75 0.00 0.95 0.00 0.95 11319.58464 0.00 10809.75 0.00 10809.75 56386.89

3 2.5.1 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 0.000 10612.11 0.00 0.00 0.00 0.00 0.00 10612.1106 0.00 0.00 0.00 0.00 21480.72

4 2.5.2 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 0.072 10258.37 738.60 0.00 0.07 0.00 0.07 10258.37358 0.00 738.60 0.00 738.60 12888.43

5 2.11 Steel Fabrication 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. a. Buildings t 1.44 84252.87 121647.66 0.00 1.44 0.00 1.44 84252.867 0.00 121647.66 0.00 121647.66 28665.15

6 2.1.4 Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 3.189 6458.04 20596.96 0.00 3.19 0.00 3.19 6458.0382 0.00 20596.96 0.00 20596.96 0.00

7 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 55.593 8350.17 464214.98 0.00 55.59 0.00 55.59 8350.1688 0.00 464214.98 0.00 464214.98 507.99

8 8.8 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) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) 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. Sqm 519.260 387.67 201302.25 0.00 519.26 0.00 519.26 387.6714 0.00 201302.25 0.00 201302.25 228.60

9 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) 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. Sqm 57.048 265.80 15163.46 0.00 57.05 0.00 57.05 265.8018 0.00 15163.46 0.00 15163.46 136611.58

10 8.51 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 as per specifications and as per directions of Engineer in charge. Sqm 57.048 105.06 5993.46 0.00 57.05 0.00 57.05 105.06 0.00 5993.46 0.00 5993.46 20966.15

11 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications Sqm 6.763 5595.50 37842.34 0.00 6.76 0.00 6.76 5595.4956 0.00 37842.34 0.00 37842.34 438866.66

12 8.63 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. Sqm 57.048 86.15 4914.64 0.00 57.05 0.00 57.05 86.1492 0.00 4914.64 0.00 4914.64 189261.25

13 12.9 Providing Sal wood frames for false ceiling, partitions etc., main battens of size 50x12.5mm at 600 mm c/c and cross battons 38mmx50mm at 600mm c/c sawn and putup including cost of materials, labour complete as per specifications. Cum 0.041 104275.20 4320.90 0.00 0.04 0.00 0.04 104275.2018 0.00 4320.90 0.00 4320.90 15428.03

14 12.57.2 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 shutters covered 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.12.57.2 -do- 30 mm thick one side teak and one side commercial Sqm 1.890 3669.75 6935.82 0.00 1.89 0.00 1.89 3669.7458 0.00 6935.82 0.00 6935.82 8541.27

15 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 361.016 297.32 107337.20 0.00 361.02 0.00 361.02 297.3198 0.00 107337.20 0.00 107337.20 38252.80

16 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 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. Sqm 4.91 55.68 273.62 0.00 4.91 0.00 4.91 55.6818 0.00 273.62 0.00 273.62 7003.50

17 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 4.914 181.75 893.14 0.00 4.91 0.00 4.91 181.7538 0.00 893.14 0.00 893.14 4315.57

18 12.51 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. Nos 1.000 1066.36 1066.36 0.00 1.00 0.00 1.00 1066.359 0.00 1066.36 0.00 1066.36 7001.18

19 12.69.2 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm Nos 6.000 255.30 1531.77 0.00 0.00 6.00 6.00 255.2958 0.00 0.00 1531.77 1531.77 90804.03

20 Providing and fixing Hold fasts M.S. for doors etc complete (Material Components P.No -A25 I.No 444 ) Nos 6.000 52.53 315.18 0.00 0.00 6.00 6.00 52.53 0.00 0.00 315.18 315.18 275.99

21 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm Nos 2.000 46.23 92.45 0.00 0.00 2.00 2.00 46.2264 0.00 0.00 92.45 92.45 900.84

22 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. Nos 1.000 1105.23 1105.23 0.00 0.00 1.00 1.00 1105.2312 0.00 0.00 1105.23 1105.23 1077.47

23 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete Nos 1.000 136.58 136.58 0.00 0.00 1.00 1.00 136.578 0.00 0.00 136.58 136.58 1546.20

24 Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding (Material Components P.No - A28 I.No 548) Kgs 1.000 70.39 70.39 0.00 0.00 1.00 1.00 70.3902 0.00 0.00 70.39 70.39 318.18

25 11.16.1 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 welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kgs 2936.230 142.88 419533.24 0.00 0.00 2936.23 2936.23 142.8816 0.00 0.00 419533.24 419533.24 93.32

26 7.34 Providing and fixing 6mm Clear/opal white/solar bronze/blue/green tinted Multi wall poly carbonate sheet for Tubular structure. The work including cost of all materials, labour charges and usage charges of machinery for cutting, welding, grinding and erection equipments, with all lead, transportation, loading and unloading and all other incidental charges etc. complete as per specification and directions of the Engineer in charge of the work. Sqm 152.03 3283.13 499129.88 0.00 0.00 152.03 152.03 3283.125 0.00 0.00 499129.88 499129.88 1115.65

27 7.39.6 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 : Gutter (600 mm over all girth) m 48.12 1128.34 54295.93 0.00 0.00 48.12 48.12 1128.3444 0.00 0.00 54295.93 54295.93 0.00

Electrification

1 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 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 unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 0 0.00 0.00 0.00 0.00

5 Supplying heavy gauge PVCConduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 0.00 0.00 0.00 0.00 0.00

8 Supplying And Fixing Metal Fan Box with Round Hook. No 46.00 117.00 5382.00 0.000 0.00 46.00 46.000 117.00 0.00 0.00 5382.00 5382.00

9 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. 0.00 0.00 0.00 0.00 0.00

10 Short point upto 3Mtr from tapping point to out let via switch box Point 25.00 269.00 6725.00 0.000 0.00 25.00 25.000 269.00 0.00 0.00 6725.00 6725.00

11 Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box Point 41.00 379.00 15539.00 0.000 0.00 41.00 41.000 379.00 0.00 0.00 15539.00 15539.00

12 Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box Point 81.00 555.00 44955.00 0.000 0.00 81.00 81.000 555.00 0.00 0.00 44955.00 44955.00

13 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-694:2010 m 450.00 26.00 11700.00 0.000 0.00 450.00 450.000 26.00 0.00 0.00 11700.00 11700.00

17 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall Each 27.00 159.00 4293.00 0.000 0.00 27.00 27.000 159.00 0.00 0.00 4293.00 4293.00

14 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. Each 27.00 161.00 4347.00 0.000 0.00 27.00 27.000 161.00 0.00 0.00 4347.00 4347.00

22 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Each 258.00 102.00 26316.00 0.000 0.00 258.00 258.000 102.00 0.00 0.00 26316.00 26316.00

31 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 0.00 0.000 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00

35 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. 0.00 0.000 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00

38 Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. Each 2.00 1492.00 2984.00 0.000 0.00 2.00 2.000 1492.00 0.00 0.00 2984.00 2984.00

39 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. 0.00 0.000 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00

41 Supplying of .....feet -PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI > 80. Power Input: 220-240V@ 50/60Hz & Power factor >0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. 0.00 0.000 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00

43 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia No 2.00 3510.00 7020.00 0.000 0.00 2.00 2.000 3510.00 0.00 0.00 7020.00 7020.00

44 GI/Copper strips for grounding connections, using necessary fixing materials as required. m 20.00 82.00 1640.00 0.000 0.00 20.00 20.000 82.00 0.00 0.00 1640.00 1640.00

46 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps. Each 101.00 122.00 12322.00 0.000 0.00 101.00 101.000 122.00 0.00 0.00 12322.00 12322.00

47 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. Each 46.00 315.00 14490.00 0.000 0.00 46.00 46.000 315.00 0.00 0.00 14490.00 14490.00

Add 1% for Structural Design. 177481.39 177481.3901

Hescom Deposite /Elelctrical inspector charges and milenious for TC yard fencing charges 17432.00 17432

Entrance Gate ,Drain and Others 260000.00 260000

LS Provision towards Contingencies, Price Escalation, Miscellaneous & rounding off 35344.38 260000

Estimate Amount 20000000.00 35344.37688

Percentage 35% 34% 31% 100%

1 19.59 KSRRB M300-52.2. Scarifying Existing Bituminous surface to a depth of 50mm by Mechanical Means. Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material and complete as per specifications. MORTH Specification No. 305.4.3 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 3840 3.57 13708.8 View RA

2 19.2.1 KSRRB 300-1. Earthwork excavation by mechanical means for roads, drains & similar works in all types soils involving an average horizontal through upto 2 mtrs and an average lift upto 1.5 mtr to 2 mtr excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. MORTH I Chapter 3 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 3904.2 31.5 122982.3 View RA

3 19.64 KSRRB 300-Compaction KSRRB 300-58. Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH / Chapter 3 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 11640 6.3 73332 View RA

4 19.62 KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 2541.1875 502.95 1278090.25 View RA

5 20.5 Construction of granular sub-base Grading-V as Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt material, mixing by mix in place method by rotavator at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98 % proctor density, complete as per specifications. Clause 401 of MORTH V Revision. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 1499.4 1837.5 2755147.5 View RA

6 22.1.2 KSRRB M600-1.Providing and Constructing dry lean cement concrete mix CC 1:5:10 base with OPC 25mm and down size graded granite metal coarse aggregate at 0.86cum and fine aggregates @0.58cum over a prepared sub-base, coarse and fine aggregate conforming to IS: 383-2016,aggregate cement ratio not to exceed 15:1, Aggregate gradation after blending to be as per Table 600-1,optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per specifications. Clause 601of MORTH V Revision and IS 456 Table-5 with OPC at 150 kg/cum and coarse aggregate 0.86cum, fine aggregate 0.58cum using Concrete Batch mix Plant at 75 cum/hr capacity with fixed form paver. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 591.3 3953.25 2337556.72 View RA

7 22.2.2 KSRRB M600-2. Providing and Constructing un-reinforced, dowel jointed, plain cement Pavement Quality concrete for pavements using Grade concrete M40 having Flexural strength not less than 4.50 Mpa over a prepared base with OPC, coarse aggregate at 0.64 cum, fine aggregates at 0.36 cum,Coarse and fine aggregate conforming to IS:383- 2016 and Table 600-3 of MORTH V Revision, with Superplastizer at 3 Its conforming to IS 9103-2008. loading materials to batch mix plant by front end loader,mixed in a cement concrete batch mix plant as per approved mix design,transported to site in transit truck agitator 5 cum capacity, laid with Paver, compacted and finished in a continuous operation as per IRC-15 including cost for providing of contraction,expansion, co nstruction and longitudinal joints, joint filler, separation membrane of impermiable plastic sheet of 125 micron, groove cutting,sealant primer joint sealent, debonding strip,dowel bars at 9 kg/cum, tie rods at 1.15 kg/cum, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries, aII lead & lift charges etc., complete as per specifications. Clause 601of MORTH V Revision and IS 456 Table-5 with OPC at 420 kg/cum and coarse aggregate 0.64cum, fine aggregate 0.36cum using Concrete Batch mix Plant at 75 cum/hr capacity with Slip form paver with electronic sensor. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 978.75 5757.15 5634810.56 View RA

8 34.17 Providing and laying in position plain/Reinforced cement cement concrete M20 for sub-structure/Superstructure works, with cement @ 320 kgs, 20 mm & down size graded granite metal coarse aggregate @ 0.69 cum and fine aggregates @ 0.46 cum machine mixed with super plasticisers @ 3 lts confirming to IS 9103-2008,concrete laid in layers, well compacted and providing weep holes wherever necessary with necessary scaffolding, form work etc., including cost of labour, HOM curing etc., complete. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 16.2 5268.9 85356.18 View RA

9 20.18 KSRRB M400- Wet Mix Macadam KSRRB M400-17. Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 150.375 1917.3 288313.99 View RA

10 21.6 KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 701.25 35.7 25034.63 View RA

11 21.1 KSRRB M500-10. Providing and applying tack coat using 80/100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of 0.20 kg per sqm on the existing prepared bituminous surface cleaned with mchancial broom. complete as per specifications. - using bitumen 80/100 on primed surfaces ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 701.25 12.6 8835.75 View RA

12 21.11.6 KSRRB 500-11. Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixd material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve the desired density, but excluding cost of primer / tack coat including lead, lift and cost of all materials, labour, HOM of machineries complete as per specifications. MORTH /Chapter 5 - using 40/60 TPH capacity H.M.P. with Mechanical paver Gr-II (50 mm to 75 mm) with 3.3 % VG-30 Bitumen ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 35.0625 6252.75 219237.05 View RA

13 21.20.6 KSRRB M500-18. Providing and laying semi dense bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects complete as per specifications. - using40/60 TPH capacity H.M.P. with Mechanical Paver Gr-II (25 mm to 30 mm) with 5 % VG-30 Bitumen ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 17.5313 8262.45 144851.49 View RA

14 24.17 KSRRB M800-14.2. Reinforced cement concrete M-15 Grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per specifications.including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Nos 1 2261.7 2261.7 View RA

15 24.18 KSRRB M800-14.3. Reinforced cement concrete M-15 Grade Hectometer stone of standard design as per IRC:26-1980, fixing in position including painting and printing etc complete as per specifications. including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Nos 3 573.3 1719.9 View RA

16 24.15 KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 209.9997 450.45 94594.36 View RA

17 24.41 KSRRB M800 Road markers I Road stud KSRRB MS00-35. Supply and lnstalltion of Moulded Shank Raised Pavement Markers made of polycarbonate and ABS(Acrylonitrile Butadiene Styrene) moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to Specifications of Category A of MORTH Circular No RW/ NH/33023/10-97- DO Ill Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 1DO mm and 102 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 mm and height not less than 30 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Nos 216 303.45 65545.2 View RA

18 24.2.1 Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 em x 45 em x 60 em, 60 em below ground level as per approved drawing. 900 M M Equilateral triangle -TYPE XI ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. No 4 3639.3 14557.2 View RA

19 24.3 Direction and Place Identification Signs upto 0.9 sqm Size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60 em, 60 em below ground level as per approved drawing. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 2.16 7220.85 15597.04 View RA

20 14.7 KSRB 14.6-2 :Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and HOM of machineries complete as per specifications. Specification No. KBS ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 6840 1014.3 6937812

1 27.13 “KSRRB M2100-5.2. Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. “V. Marshy soil - B. Mechanical Means MORTH Specification No. 304 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 3060 152.25 465885

2 34.15.2 Earth work in excavation for foundation of structures like culverts, retaining walls etc., as per drawing and technical specification, including setting out, construction of shoring and bracing, dressing of sides and bottom, backfilling with approved material, disposal of balance earth as per specifications, including cost of labour, HOM etc. , complete. in all kinds of soil by mechanical means. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 3249.342 47.25 153531.41

3 34.1 KSRRB M2900- PCC M10 in Foundation KSRRB M2900-1. Plain cement concrete M10 mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 408 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 600.1628 4506.6 2704693.67

4 37.59.2 Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs. with 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel as per MORTH specification No. 1500, 1700, 2200. including cost of materials, labour, HOM complete as per specifications. Wall & bottom thickness 15cm ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 1246.5 7269.15 9060995.48

5 28.8.2 KSRRB M2200-6. Providing T. M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No.1600 & 2200 TMT Bars Fe 500 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Tonne 78.14 70920.15 5541700.52

6 34.17 Providing and laying in position plain/Reinforced cement cement concrete M20 for sub-structure/Superstructure works, with cement @ 320 kgs, 20 mm & down size graded granite metal coarse aggregate @ 0.69 cum and fine aggregates @ 0.46 cum machine mixed with super plasticisers @ 3 lts confirming to IS 9103-2008,concrete laid in layers, well compacted and providing weep holes wherever necessary with necessary scaffolding, form work etc., including cost of labour, HOM curing etc., complete. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 313.9866 5268.9 1654364

7 34.6.6 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 - - 1200mm. dia ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. M 45 8848.35 398175.75

8 34.6.2 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 - - 450mm. dia ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. M 120 2711.1 325332

9 19.62 KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 1528.3602 502.95 768688.76

10 27.4 “KSRRB M2100-2.1. Earth work in excavation for foundation of structures as perdrawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. B. Mechanical Means (i ) Depth upto 3 m” MORTH Specification No. 304 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 1087.5 52.5 57093.75

11 11.56.1 Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgf/sq.cm working pressure chemp plast / Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, with 90mm outer dia ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. M 2900 452.55 1312395

Construction of Moulanna Azad English Medium School in Sy. no. 250/A at Hukkeri, In Hukkeri Taluk of Belgaum District Under Deposit Contribution 8443 for the year 2021-22.

Sl no Items Unit Qty Rate Amount Milestone -1 Quantity Milestone -2 Quantity Milestone -3 Quantity Total Quantity Rate in Rs. Amount for Mile Stone 1 in Rs Amount for Mile Stone 2 in Rs Amount for Mile Stone 3 in Rs Total Amount in Rs

1 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter includingdressing 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 ofmachinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth cum 549.00 66.95 36755.55 549.00 0.00 0.00 549.00 66.95 36755.55 0.00 0.00 36755.55

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 required to complete the work In all kinds of soils Depth upto 3 m cum 724.47 75.19 54472.90 724.47 0.00 0.00 724.47 75.19 54472.90 0.00 0.00 54472.90

3 Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates cum 168.76 5720.62 965411.83 168.76 0.00 0.00 168.76 5720.62 965411.83 0.00 0.00 965411.83

4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.2.1.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 113.00 6121.29 691705.77 113.00 0.00 0.00 113.00 6121.29 691705.77 0.00 0.00 691705.77

5 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of 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. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 19.34 6147.04 118883.75 19.34 0.00 0.00 19.34 6147.04 118883.75 0.00 0.00 118883.75

6 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of 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. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 29.95 6147.04 184103.85 29.95 0.00 0.00 29.95 6147.04 184103.85 0.00 0.00 184103.85

7 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.1) Cum 24.21 6367.46 154156.21 24.21 0.00 0.00 24.21 6367.46 154156.21 0.00 0.00 154156.21

8 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.1) Cum 54.75 6367.46 348618.44 54.75 0.00 0.00 54.75 6367.46 348618.44 0.00 0.00 348618.44

9 Providing and constructing granite / Trap/basalt rubble stone masonry in foundation with a cement mortar1:6 (uncorsed) not less than 20cms high, bond stones @ 2m apart in each course including cost of materials, labours, curing complete as per specification (Volume 2 Page No 9-Item No 5.2) Cum 209.62 5709.29 1196781.37 209.62 0.00 0.00 209.62 5709.29 1196781.37 0.00 0.00 1196781.37

10 Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. (Volume 2 Page No 44-Item No 8.19.1) Sqm 153.52 204.97 31466.99 153.52 0.00 0.00 153.52 204.97 31466.99 0.00 0.00 31466.99

11 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(Volume 1 Page No. 7 Item No. 1.9) Cum 724.47 210.12 152225.64 724.47 0.00 0.00 724.47 210.12 152225.64 0.00 0.00 152225.64

12 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(Volume 1 Page No. 7 Item No. 1.8) Cum 357.11 414.06 147864.97 357.11 0.00 0.00 357.11 414.06 147864.97 0.00 0.00 147864.97

13 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier underand around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along theexternal perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.(Volume 2 Page No 5 Item No. 4.1) Sqm 588.62 97.85 57596.47 588.62 0.00 0.00 588.62 97.85 57596.47 0.00 0.00 57596.47

14 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Volume 2 Page No 14 Item No. 6.8) Cum 116.76 6890.70 804558.13 116.76 0.00 0.00 116.76 6890.7 804558.13 0.00 0.00 804558.13

15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:3 (1 cement :3 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ( Volume 2 Page No 14 Item No 6.15) Sqm 35.09 891.98 31299.58 35.09 0.00 0.00 35.09 891.98 31299.58 0.00 0.00 31299.58

16 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.1) Cum 4.41 6367.46 28080.50 4.41 0.00 0.00 4.41 6367.46 28080.50 0.00 0.00 28080.50

17 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.(Volume 2 Page No 99 Item No 12.13.1) Cum 1.99 63451.09 126267.67 1.99 0.00 0.00 1.99 63451.09 126267.67 0.00 0.00 126267.67

18 KSRB 9.5-2 : Providing and fixing in position fully panelled Honne wood shutters for doors, with styles and rails of 40mm. thick with bottom and lock raiIs 180mm wide top rail and styles 1OOmm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM complete as per specifications. (excluding cost of fixtures) Specification No. KBS 9.34.(Page No 53 Item No 9.15) Cum 5.86 5226.22 30625.65 5.86 0.00 0.00 5.86 5226.22 30625.65 0.00 0.00 30625.65

19 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures )( Volume 2 Page No 101 Item No12.20) Sqm 29.28 4388.83 128504.94 29.28 0.00 0.00 29.28 4388.83 128504.94 0.00 0.00 128504.94

20 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3nos of 75mm Aluminium hinges.12.55.1 -do- with both side prelam.(Page No 60-Item No 9.83) Sqm 6.30 3917.09 24677.67 6.30 0.00 0.00 6.30 3917.09 24677.67 0.00 0.00 24677.67

21 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.(Volume 2 Page No 85 Item No 11.34B) Kg 3647.70 163.77 597383.83 0.00 0.00 3647.70 3647.70 163.77 0.00 0.00 597383.83 597383.83

22 Providing & fixing of 2-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 50mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm X 57mm with Gi reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. (Volume 2 Page No 110 Item No 12.86) Sqm 117.45 6017.26 706727.19 0.00 0.00 117.45 117.45 6017.26 0.00 0.00 706727.19 706727.19

23 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (Volume 2 Page No 75 Item No. 11.3) Sqm 8.78 6759.89 59351.83 8.78 0.00 0.00 8.78 6759.89 59351.83 0.00 0.00 59351.83

24 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.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Volume 2 Page No 83 Item No 11.28) Kg 358.10 515.00 184421.50 0.00 0.00 358.10 358.10 515 0.00 0.00 184421.50 184421.50

25 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) 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. (Volume 2 Page No 41 Item No. 8.1.1) Sqm 1173.17 219.39 257381.77 0.00 0.00 1173.17 1173.17 219.39 0.00 0.00 257381.77 257381.77

26 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 as per specifications and as per directions of Engineer in charge. (Volume 2 Page No 50 Item No 8.51) Sqm 1590.16 85.49 135942.78 0.00 0.00 1590.16 1590.16 85.49 0.00 0.00 135942.78 135942.78

27 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.+ Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in-Charge.(Volume 2 Page No 42 Item No 8.9)(outside) Sqm 806.42 331.66 267457.26 0.00 0.00 806.42 806.42 331.66 0.00 0.00 267457.26 267457.26

29 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) ( Volume 2 Page No 84 Item No 11.32) Kg 37027.31 98.88 3661260.41 37027.31 0.00 0.00 37027.31 98.88 3661260.41 0.00 0.00 3661260.41

30 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm (Volume 2 Page No 61 Item No 9.17.2) Sqm 382.94 1135.06 434659.88 382.94 0.00 0.00 382.94 1135.06 434659.88 0.00 0.00 434659.88

31 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent.(Volume 2 Page No 63 Item No 9.24) Sqm 180.99 2956.10 535024.54 180.99 0.00 0.00 180.99 2956.1 535024.54 0.00 0.00 535024.54

32 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. ( Volume 2 Page No 60 Item No 9.11) Sqm 29.08 784.86 22823.73 29.08 0.00 0.00 29.08 784.86 22823.73 0.00 0.00 22823.73

33 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.( Volume 2 Page No 64 Item No 9.30) Sqm 92.24 2466.85 227542.24 92.24 0.00 0.00 92.24 2466.85 227542.24 0.00 0.00 227542.24

34 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. ( Volume 2 Page No 65 Item No. 9.39) Sqm 97.64 1068.11 104290.26 97.64 0.00 0.00 97.64 1068.11 104290.26 0.00 0.00 104290.26

35 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(Volume 2 Page No. 48 Item No 8.33.1) Sqm 1590.13 121.54 193264.40 0.00 0.00 1590.13 1590.13 121.54 0.00 0.00 193264.40 193264.40

36 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(Volume 2 Page No. 46 Item No 8.30) Sqm 806.44 140.08 112966.12 0.00 0.00 806.44 806.44 140.08 0.00 0.00 112966.12 112966.12

37 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 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.(Volume 2 Page 47 Item No 8.34.1) Sqm 111.01 42.23 4687.95 0.00 0.00 111.01 111.01 42.23 0.00 0.00 4687.95 4687.95

38 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge..( Volume 2 Page No 48 Item No 8.33.2) Sqm 91.35 108.15 9879.50 0.00 0.00 91.35 91.35 108.15 0.00 0.00 9879.50 9879.50

39 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/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.( Volume 2 Page No 47 Item No 8.33.3) Sqm 116.77 109.18 12748.95 0.00 0.00 116.77 116.77 109.18 0.00 0.00 12748.95 12748.95

40 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there off Deduct 5% per m³ if rollers are not used and tamping is done manually Add 8% per m³ for works under foul & sullage situation(Volume 2 Page 7 Item No. 1.8) Sqm 118.00 414.06 48859.08 118.00 0.00 0.00 118.00 414.06 48859.08 0.00 0.00 48859.08

41 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.(Volume 2 Page No 105 Item No 12.51) No 15.00 1525.43 22881.45 15.00 0.00 0.00 15.00 1525.43 22881.45 0.00 0.00 22881.45

42 Providing and fixing following fixtures to doors and windows.Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 125x70x4 mm (ordinary type)(Volume 2 Page No 176 Item No. 20.34.1) No 100.00 155.53 15553.00 100.00 0.00 0.00 100.00 155.53 15553.00 0.00 0.00 15553.00

43 Providing and fixing Hold fasts M.S. for doors etc complete ( Material Components P.No A-27 Sl.No 285 ) No 45.00 32.00 1440.00 45.00 0.00 0.00 45.00 32 1440.00 0.00 0.00 1440.00

44 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm (Volume 2 Page No 108 Item No. 12.73.1 ) No 30.00 30.90 927.00 30.00 0.00 0.00 30.00 30.9 927.00 0.00 0.00 927.00

45 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. (Volume 2 Page No 107 Item No. 12.60 ) Each 30.00 856.96 25708.80 30.00 0.00 0.00 30.00 856.96 25708.80 0.00 0.00 25708.80

46 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 (Volume 2 Page No 107 Item No. 12.63) No 48.00 114.33 5487.84 48.00 0.00 0.00 48.00 114.33 5487.84 0.00 0.00 5487.84

47 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. (Volume 2 Page No 107 Item No. 12.58) stoper No 30.00 112.27 3368.10 30.00 0.00 0.00 30.00 112.27 3368.10 0.00 0.00 3368.10

48 Construction of Granular Sub-Base of required grading as pe r design 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 (V) For Grading -V Material (Volume 3 Page No 19 Sl No. 4.1 A-V) Cum 6.21 2417.41 15012.12 0.00 0.00 6.21 6.21 2417.41 0.00 0.00 15012.12 15012.12

49 Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 15 Sl No. 2.14) Cum 1.83 5899.84 10796.71 0.00 0.00 1.83 1.83 5899.84 0.00 0.00 10796.71 10796.71

50 Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications. (Volume 1 Page No 64 Sl No. 9.32) Sqm 41.37 1179.35 48789.71 0.00 0.00 41.37 41.37 1179.35 0.00 0.00 48789.71 48789.71

51 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass.Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made). (Volume 2 Page No 110 Item No 12.85) Sqm 4.14 5016.10 20766.65 4.14 0.00 0.00 4.14 5016.1 20766.65 0.00 0.00 20766.65

54 Formwark for Beams & Lintels of Building @ 50% (volume 1 page no. 115 / Sl No. 12) Cum 29.95 3073.52 92051.92 29.95 0.00 0.00 29.95 3073.52 92051.92 0.00 0.00 92051.92

56 Formwark for Beams & Lintels of Building @ 60% (volume 1 page no. 115 / Sl No. 12) Cum 54.75 3820.48 209171.28 54.75 0.00 0.00 54.75 3820.48 209171.28 0.00 0.00 209171.28

57 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (volume 1 page no. 116 / Sl No. 20) Cum 4.41 2865.36 12636.24 4.41 0.00 0.00 4.41 2865.36 12636.24 0.00 0.00 12636.24

58 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin- Charge.(Volume 2 Page No 43 Item No 8.12) Kg 125.00 52.53 6566.25 125.00 0.00 0.00 125.00 52.53 6566.25 0.00 0.00 6566.25

59 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.1) Cum 89.01 6367.46 566767.61 89.01 0.00 0.00 89.01 6367.46 566767.61 0.00 0.00 566767.61

1 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.1) Cum 20.310 6431.13 130616.25 0.000 20.31 0.00 20.310 6431.13 0.00 130616.25 0.00 130616.25

2 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.1) Cum 38.740 6431.13 249141.98 0.000 38.74 0.00 38.74 6431.13 0.00 249141.98 0.00 249141.98

3 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Volume 2 Page No 14 Item No. 6.8) Cum 101.200 6959.61 704312.53 0.000 101.20 0.00 101.20 6959.61 0.00 704312.53 0.00 704312.53

4 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:3 (1 cement :3 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ( Volume 2 Page No 14 Item No 6.15) Sqm 21.960 900.90 19783.76 0.000 21.96 0.00 21.96 900.9 0.00 19783.76 0.00 19783.76

5 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.1) Cum 2.820 6431.13 18135.79 0.000 2.82 0.00 2.82 6431.13 0.00 18135.79 0.00 18135.79

6 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.(Volume 2 Page No 99 Item No 12.13.1) Cum 1.270 64085.60 81388.71 0.000 1.27 0.00 1.27 64085.6 0.00 81388.71 0.00 81388.71

7 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures )( Volume 2 Page No 101 Item No12.20) Sqm 20.500 4432.72 90870.76 0.000 20.50 0.00 20.50 4432.72 0.00 90870.76 0.00 90870.76

8 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3nos of 75mm Aluminium hinges. 12.55.1 -do- with both side prelam.(Page No 60-Item No 9.83) Sqm 4.720 3956.26 18673.55 0.000 4.72 0.00 4.72 3956.26 0.00 18673.55 0.00 18673.55

9 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.(Volume 2 Page No 85 Item No 11.34B) Sqm 2689.200 165.41 444820.57 0.000 2689.20 0.00 2689.20 165.41 0.00 444820.57 0.00 444820.57

10 Providing & fixing of 2-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 50mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm X 57mm with Gi reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. (Volume 2 Page No 110 Item No 12.86) Sqm 85.050 6077.43 516885.42 0.000 85.05 0.00 85.05 6077.43 0.00 516885.42 0.00 516885.42

11 Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass.Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). (Volume 2 Page No 110 Item No 12.85) Sqm 2.700 5066.26 13678.90 0.000 2.70 0.00 2.70 5066.26 0.00 13678.90 0.00 13678.90

12 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.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Volume 2 Page No 83 Item No 11.28) Kg 119.620 520.15 62220.34 0.000 119.62 0.00 119.62 520.15 0.00 62220.34 0.00 62220.34

13 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) 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. (Volume 2 Page No 41 Item No. 8.1.1) Sqm 858.070 221.58 190131.15 0.000 858.07 0.00 858.07 221.58 0.00 190131.15 0.00 190131.15

14 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 as per specifications and as per directions of Engineer in charge. (Volume 2 Page No 50 Item No 8.51) Sqm 1251.120 86.34 108021.70 0.000 1251.12 0.00 1251.12 86.34 0.00 108021.70 0.00 108021.70

15 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.+ Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in-Charge.(Volume 2 Page No 42 Item No 8.9)(outside) Sqm 606.960 334.98 203319.46 0.000 606.96 0.00 606.96 334.98 0.00 203319.46 0.00 203319.46

17 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) ( Volume 2 Page No 84 Item No 11.32) Kg 18450.520 99.87 1842653.43 0.000 18450.52 0.00 18450.52 99.87 0.00 1842653.43 0.00 1842653.43

18 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm (Volume 2 Page No 61 Item No 9.17.2) Sqm 289.630 1146.41 332034.73 0.000 289.63 0.00 289.63 1146.41 0.00 332034.73 0.00 332034.73

19 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent.(Volume 2 Page No 63 Item No 9.24) Sqm 86.720 2985.66 258916.44 0.000 86.72 0.00 86.72 2985.66 0.00 258916.44 0.00 258916.44

20 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. ( Volume 2 Page No 60 Item No 9.11) Sqm 24.920 792.71 19754.33 0.000 24.92 0.00 24.92 792.71 0.00 19754.33 0.00 19754.33

21 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.( Volume 2 Page No 64 Item No 9.30) Sqm 63.890 2491.52 159183.21 0.000 63.89 0.00 63.89 2491.52 0.00 159183.21 0.00 159183.21

22 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. ( Volume 2 Page No 65 Item No. 9.39) Sqm 58.460 1078.79 63066.06 0.000 58.46 0.00 58.46 1078.79 0.00 63066.06 0.00 63066.06

23 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(Volume 2 Page No. 48 Item No 8.33.1) Sqm 1251.090 122.76 153583.81 0.000 1251.09 0.00 1251.09 122.76 0.00 153583.81 0.00 153583.81

24 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(Volume 2 Page No. 46 Item No 8.30) Sqm 606.970 141.48 85874.12 0.000 606.97 0.00 606.97 141.48 0.00 85874.12 0.00 85874.12

25 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 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.(Volume 2 Page 47 Item No 8.34.1) Sqm 68.030 42.65 2901.48 0.000 0.00 68.03 68.03 42.65 0.00 0.00 2901.48 2901.48

26 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge..( Volume 2 Page No 48 Item No 8.33.2) Sqm 53.290 109.23 5820.87 0.000 0.00 53.29 53.29 109.23 0.00 0.00 5820.87 5820.87

27 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/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.( Volume 2 Page No 47 Item No 8.33.3) Sqm 90.000 110.27 9924.30 0.000 0.00 90.00 90.00 110.27 0.00 0.00 9924.30 9924.30

28 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge.( Volume 2 Page No 133 Item No 15.1) Sqm 256.940 775.02 199133.64 0.000 0.00 256.94 256.94 775.02 0.00 0.00 199133.64 199133.64

29 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.( Volume 2 Page No 23 Item No 7.18) Cum 9.000 2098.29 18884.61 0.000 0.00 9.00 9.00 2098.29 0.00 0.00 18884.61 18884.61

30 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.(Volume 2 Page No 105 Item No 12.51) No 10.000 1540.68 15406.80 0.000 10.00 0.00 10.00 1540.68 0.00 15406.80 0.00 15406.80

31 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm (Volume 2 Page No 108 Item No. 12.73.1 ) No 20.000 31.21 624.20 0.000 20.00 0.00 20.00 31.21 0.00 624.20 0.00 624.20

32 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. (Volume 2 Page No 107 Item No. 12.60 ) No 20.000 865.53 17310.60 0.000 20.00 0.00 20.00 865.53 0.00 17310.60 0.00 17310.60

33 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 (Volume 2 Page No 107 Item No. 12.63) No 31.000 115.47 3579.57 0.000 31.00 0.00 31.00 115.47 0.00 3579.57 0.00 3579.57

34 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. (Volume 2 Page No 107 Item No. 12.58) stoper Kg 20.000 113.39 2267.80 0.000 20.00 0.00 20.00 113.39 0.00 2267.80 0.00 2267.80

35 Providing and fixing following fixtures to doors and windows. Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 125x70x4 mm (ordinary type)(Volume 2 Page No 176 Item No. 20.34.1) No 65.000 157.09 10210.85 0.000 65.00 0.00 65.00 157.09 0.00 10210.85 0.00 10210.85

36 Providing and fixing Hold fasts M.S. for doors etc complete ( Material Components P.No A-27 Sl.No 285 ) No 30.000 32.00 960.00 0.000 30.00 0.00 30.00 32 0.00 960.00 0.00 960.00

39 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (volume 1 page no. 116 / Sl No. 20) Cum 2.820 2894.01 8161.11 0.000 2.82 0.00 2.82 2894.01 0.00 8161.11 0.00 8161.11

40 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin- Charge.(Volume 2 Page No 43 Item No 8.12) Cum 100.000 53.06 5306.00 0.000 100.00 0.00 100.00 53.06 0.00 5306.00 0.00 5306.00

41 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.1) Cum 65.340 6431.13 420210.03 0.000 65.34 0.00 65.34 6431.13 0.00 420210.03 0.00 420210.03

1 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.1) Cum 6.30 6494.81 40917.30 0.000 6.30 0.00 6.300 6494.81 0.00 40917.30 0.00 40917.30

2 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.1) Cum 4.02 6494.81 26109.14 0.000 4.02 0.00 4.020 6494.81 0.00 26109.14 0.00 26109.14

3 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Volume 2 Page No 14 Item No. 6.8) Cum 36.10 7028.51 253729.21 0.000 36.10 0.00 36.100 7028.51 0.00 253729.21 0.00 253729.21

4 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.1) Cum 0.07 6494.81 454.64 0.000 0.07 0.00 0.070 6494.81 0.00 454.64 0.00 454.64

5 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.(Volume 2 Page No 99 Item No 12.13.1) Cum 0.15 64720.11 9708.02 0.000 0.15 0.00 0.150 64720.11 0.00 9708.02 0.00 9708.02

6 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures )( Volume 2 Page No 101 Item No12.20) Sqm 2.93 4476.61 13116.47 0.000 2.93 0.00 2.930 4476.61 0.00 13116.47 0.00 13116.47

7 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) 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. (Volume 2 Page No 41 Item No. 8.1.1) Sqm 74.85 223.78 16749.93 0.000 74.85 0.00 74.850 223.78 0.00 16749.93 0.00 16749.93

8 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 as per specifications and as per directions of Engineer in charge. (Volume 2 Page No 50 Item No 8.51) Sqm 74.85 87.20 6526.92 0.000 74.85 0.00 74.850 87.2 0.00 6526.92 0.00 6526.92

9 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.+ Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in-Charge.(Volume 2 Page No 42 Item No 8.9)(outside) Sqm 359.16 338.29 121500.24 0.000 359.16 0.00 359.160 338.29 0.00 121500.24 0.00 121500.24

11 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) ( Volume 2 Page No 84 Item No 11.32) Tonne 1.27 100.86 128.09 0.000 1.27 0.00 1.270 100.86 0.00 128.09 0.00 128.09

12 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(Volume 2 Page No. 48 Item No 8.33.1) Sqm 74.85 123.97 9279.15 0.000 74.85 0.00 74.850 123.97 0.00 9279.15 0.00 9279.15

13 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(Volume 2 Page No. 46 Item No 8.30) Sqm 359.16 142.88 51316.78 0.000 359.16 0.00 359.160 142.88 0.00 51316.78 0.00 51316.78

14 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 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.(Volume 2 Page 47 Item No 8.34.1) Sqm 7.61 43.07 327.76 0.000 7.61 0.00 7.610 43.07 0.00 327.76 0.00 327.76

15 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directionsof Engineer-in-charge..( Volume 2 Page No 48 Item No 8.33.2) Sqm 7.61 110.31 839.46 0.000 7.61 0.00 7.610 110.31 0.00 839.46 0.00 839.46

16 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge.( Volume 2 Page No 133 Item No 15.1) Sqm 426.56 782.70 333868.51 0.000 426.56 0.00 426.560 782.7 0.00 333868.51 0.00 333868.51

17 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.( Volume 2 Page No 23 Item No 7.18) Cum 2.25 2119.06 4767.89 0.000 2.25 0.00 2.250 2119.06 0.00 4767.89 0.00 4767.89

18 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.( Volume 2 Page No 81 Item No 11.16.2) Kg 900.00 142.88 128592.00 0.000 900.00 0.00 900.000 142.88 0.00 128592.00 0.00 128592.00

19 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 grams per 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 Engineer-in-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. (Volume 2 Page No 26 Item No 7.38) Sqm 33.03 584.13 19293.81 0.000 33.03 0.00 33.030 584.13 0.00 19293.81 0.00 19293.81

20 Providing and fixing 6mm Clear/opal white/solar bronze/blue/green tinted Multi wall poly carbonate sheet for Tubular structure. The work including cost of all materials, labour charges, and hire charges of machinery for cutting, welding, grinding and erection equipments, with all lead and lifts, transportation, loading and unloading and all other incidental charges etc. complete as per specification and directions of the engineer in charge of the work.(Volume 2 Page No 26 Item No 7.34) Sqm 41.80 3283.13 137234.83 0.000 41.80 0.00 41.800 3283.13 0.00 137234.83 0.00 137234.83

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.(Volume 2 Page No 105 Item No 12.51) No 1.00 1555.94 1555.94 0.000 1.00 0.00 1.000 1555.94 0.00 1555.94 0.00 1555.94

22 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 125x70x4 mm (ordinary type)(Volume 2 Page No 176 Item No. 20.34.1) No 8.00 158.64 1269.12 0.000 8.00 0.00 8.000 158.64 0.00 1269.12 0.00 1269.12

23 Providing and fixing Hold fasts M.S. for doors etc complete ( Material Components P.No A-27 Sl.No 285 ) No 3.00 32.00 96.00 0.000 3.00 0.00 3.000 32 0.00 96.00 0.00 96.00

24 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm (Volume 2 Page No 108 Item No. 12.73.1 ) No 2.00 31.52 63.04 0.000 2.00 0.00 2.000 31.52 0.00 63.04 0.00 63.04

25 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 (Volume 2 Page No 107 Item No. 12.63) No 4.00 116.62 466.48 0.000 4.00 0.00 4.000 116.62 0.00 466.48 0.00 466.48

26 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. (Volume 2 Page No 107 Item No. 12.58) stoper No 1.00 114.52 114.52 0.000 1.00 0.00 1.000 114.52 0.00 114.52 0.00 114.52

27 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. (Volume 2 Page No 107 Item No. 12.60 ) No 1.00 874.10 874.10 0.000 1.00 0.00 1.000 874.1 0.00 874.10 0.00 874.10

29 Formwark for Beams, Lintels & Roof of Building @ 60% (volume 1 page no. 116 / Sl No.13) Cum 4.02 3896.89 15665.50 0.000 4.02 0.00 4.020 3896.89 0.00 15665.50 0.00 15665.50

30 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (volume 1 page no. 116 / Sl No.20) Cum 0.07 2922.66 204.59 0.000 0.07 0.00 0.070 2922.66 0.00 204.59 0.00 204.59

31 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin- Charge.(Volume 2 Page No 43 Item No 8.12) Cum 55.00 53.58 2946.90 0.000 55.00 0.00 55.000 53.58 0.00 2946.90 0.00 2946.90

Water Supply and Sanitary

1 Providing and Fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, imcluding fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and tesing of joints complete as per direction of Engineer in charge . Internal Work-Exposed on Wall. 50 mm nominal dia pipes.( Volume 2 Page No Corri Item No.13.31.6) M 110.00 790.01 86901.10 0.000 0.00 110.00 110.000 790.01 0.00 0.00 86901.10 86901.10

2 Providing and Fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, imcluding fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and tesing of joints complete as per direction of Engineer in charge . Internal Work-Exposed on Wall. 40 mm nominal dia pipes.( Volume 2 Page No Corri Item No.13.31.5) M 75.00 550.02 41251.50 0.000 0.00 75.00 75.000 550.02 0.00 0.00 41251.50 41251.50

3 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 the cost of cuting chases and making good the same including tesing of joints complete as per direction of Engineer in charge .Concealed work, including cutting chases and making good to ealls etc. 32 mm nominal dia pipes.( Volume 2 Page No Corri Item No.13.32.4) M 165.00 572.68 94492.20 0.000 0.00 165.00 165.000 572.68 0.00 0.00 94492.20 94492.20

4 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 the cost of cuting chases and making good the same including tesing of joints complete as per direction of Engineer in charge .Concealed work, including cutting chases and making good to ealls etc. 25 mm nominal dia pipes( Volume 2 Page No Corri Item No.13.32.3) M 105.00 490.28 51479.40 0.000 0.00 105.00 105.000 490.28 0.00 0.00 51479.40 51479.40

5 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: 1.7 M010G PVC pipes 140mm dia., 6 kg/sqcm & class 3 (Volume 4, Page No.134 Item No.1.8 SOR Code M010H) M 325.00 584.01 189803.25 0.000 0.00 325.00 325.000 584.01 0.00 0.00 189803.25 189803.25

6 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: 1.7 M010G PVC pipes 140mm dia., 6 kg/sqcm & class 3 (Volume 4, Page No.134 Item No.1.7 SOR Code M010G) M 230.00 405.82 93338.60 0.000 0.00 230.00 230.000 405.82 0.00 0.00 93338.60 93338.60

7 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: 1.7 M010G PVC pipes 110mm dia., 6 kg/sqcm & class 3 (Volume 4 Page No134 Item No.1.5 SOR Code M010E) M 235.00 216.30 50830.50 0.000 0.00 235.00 235.000 216.3 0.00 0.00 50830.50 50830.50

8 Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: (Volume 4 Page No.134 Item No.2.8 SOR Code M020H) M 401.00 339.90 136299.90 0.000 0.00 401.00 401.000 339.9 0.00 0.00 136299.90 136299.90

9 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark.For 65 mm dia GM (Copper alloy) Gate valves (Volume 4 Page No 147 Item No.N180G) No 4.00 1925.07 7700.28 0.000 0.00 4.00 4.000 1925.07 0.00 0.00 7700.28 7700.28

10 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark.For 40 mm dia GM (Copper alloy) Gate valves .(Volume 4 Page No 147 Item No.N180D) No 7.00 1545.00 10815.00 0.000 0.00 7.00 7.000 1545 0.00 0.00 10815.00 10815.00

11 Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark.For 32 mm dia GM (Copper alloy) Gate valves (Volume 4 Page No 147 Item No.N180E) No 9.00 1378.14 12403.26 0.000 0.00 9.00 9.000 1378.14 0.00 0.00 12403.26 12403.26

12 Providing and fixing C.P. brass stop cock (concealed) of standard designand of approved make conforming to IS:8931.(Volume 2 Page No 117 Item No.13.15 No 36.00 594.31 21395.16 0.000 0.00 36.00 36.000 594.31 0.00 0.00 21395.16 21395.16

13 13.2 Providing and fixing brass bib cock of approved quality :13.2.2 20 mm nominal bore (Volume 2 Page No 115 Item No.13.2.2) Each 36.00 355.35 12792.60 0.000 0.00 36.00 36.000 355.35 0.00 0.00 12792.60 12792.60

14 Providing and fixing PTMT pillar cock of approved quality and colour.15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms (Volume 2 Page No 118 Item No.13.20.2) Each 19.00 226.60 4305.40 0.000 0.00 19.00 19.000 226.6 0.00 0.00 4305.40 4305.40

15 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and reparing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete sa as to make it leak proof.( Volume 2 Page No Corri Item No.13.37) No 50.00 250.29 12514.50 0.000 0.00 50.00 50.000 250.29 0.00 0.00 12514.50 12514.50

16 Cutting holes upto 30x30 cm in walls including making good the same : with common burnt clay F.P.S (non modular Bricks).(Volume 2 Page No Corri-Item No.13.36) Each 70.00 273.98 19178.60 0.000 0.00 70.00 70.000 273.98 0.00 0.00 19178.60 19178.60

17 KSRB 13-11 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 : 1996 marked with cover and suitable locking arrangements, making necessary holes of inlet, outlet and over flow pipes,but without fittings and the base support for tank.(Volume 2 Page No Item No.13.34) No 6000.00 8.24 49440.00 0.000 0.00 6000.00 6000.000 8.24 0.00 0.00 49440.00 49440.00

18 KSRB 2-2.2 : Earthwork excavation for foundation of buildings, culverts,water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width,in hard soil not exceeding 1.5m. in depth including dressing the bottom and sides of pits and trenches,stacking the excavated soil clear from edges of excavation with lead upto 50 m. after breaking of clods complete as per specifications.specification. No. KBS 2.1(a) / 2.3.5 (Page No 96-Item No.2.4) Cum 365.80 382.13 139783.15 0.000 0.00 365.80 365.800 382.13 0.00 0.00 139783.15 139783.15

19 KSRB 2-4 : Refilling available excavated earth around pipe lines, cables in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour complete as per specifications (Page No 7-Item No.2.11) Cum 365.80 125.66 45966.43 0.000 0.00 365.80 365.800 125.66 0.00 0.00 45966.43 45966.43

20 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests(Volume 2 Page No 123 Item No.14.1.1) Each 4.00 4373.38 17493.52 0.000 0.00 4.00 4.000 4373.38 0.00 0.00 17493.52 17493.52

21 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : (Volume 2 Page No 123 Item No.14.2.1) Each 3.00 4146.78 12440.34 0.000 0.00 3.00 3.000 4146.78 0.00 0.00 12440.34 12440.34

22 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer (2,pg.no.125,I.no.14.7A) (Volume 2 Page No125 Item No.14.7A) Unit 12.00 3706.97 44483.64 0.000 0.00 12.00 12.000 3706.97 0.00 0.00 44483.64 44483.64

23 Providing and fixing unplasticised PVC connection pipe with brass unions : 20 mm nominal bore( Volume 2 Page No 116 Item No.13.8.2.2) Set 12.00 130.81 1569.72 0.000 0.00 12.00 12.000 130.81 0.00 0.00 1569.72 1569.72

24 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 :14.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern (2,pg.no.125,I.no.14.7A)(Volume 2 Page No 125 Item No.14.7A) Unit 6.00 3642.08 21852.48 0.000 0.00 6.00 6.000 3642.08 0.00 0.00 21852.48 21852.48

25 Providing and fixing white vitreous china squatting plate urinal withintegral rim longitudinal flush pipe. ( Volume 2 Page No 127 Item No.14.24) Unit 6.00 2505.99 15035.94 0.000 0.00 6.00 6.000 2505.99 0.00 0.00 15035.94 15035.94

26 Providing and fixing 100 mm sand cast Iron grating for gully trap. (2,pg.no.128,I.no.14.29) ( Volume 2 Page No 128 Item No.14.29) Each 5.00 211.15 1055.75 0.000 0.00 5.00 5.000 211.15 0.00 0.00 1055.75 1055.75

27 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors : * 100 mm inlet and 75 mm outlet * Hubless centrifugally cast (spun) iron epoxy coated inside & outside as perr IS : 15905(Volume 2 Page No Corri Item No.13.46) Each 33.00 489.25 16145.25 0.000 0.00 33.00 33.000 489.25 0.00 0.00 16145.25 16145.25

28 Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in 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.. (Volume 5 Page No 187 Item No.9) Each 11.00 5126.31 56389.41 0.000 0.00 11.00 11.000 5126.31 0.00 0.00 56389.41 56389.41

For Sinking Of Bore well and Pumping Machinery :

1 Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test.(v 4,pg.no.152,itno.4) Each 1.00 5295.23 5295.23 0.000 1.00 0.00 1.000 5295.23 0.00 5295.23 0.00 5295.23

2 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap withnecessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) a)Borewell Depth 0-50 mtrs Depth (v-4,pg.no.151,itno.1.1) M 50.00 298.70 14935.00 0.000 50.00 0.00 50.000 298.7 0.00 14935.00 0.00 14935.00

8 Providing and laying at site of work MS casing caps as per IS 1239 (partII) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge (v-4,pg.no.155,itno.34) No 1.00 168.92 168.92 0.000 1.00 0.00 1.000 168.92 0.00 168.92 0.00 168.92

9 Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. (v-4,pg.no.161,itno.17.70)12.50 HP - 90 LPM @ 264 m = 24 STG Outlet Dia - 2.00” Each 1.00 67076.69 67076.69 0.000 1.00 0.00 1.000 67076.69 0.00 67076.69 0.00 67076.69

10 Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments.(v-4,pg.no.162,it.no.26.3) Size 100 mm Each 1.00 669.50 669.50 0.000 1.00 0.00 1.000 669.5 0.00 669.50 0.00 669.50

11 Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments (v-4,pg.no.162,it.no.27.1) 50 MM Each 1.00 1287.50 1287.50 0.000 1.00 0.00 1.000 1287.5 0.00 1287.50 0.00 1287.50

12 Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments (v-4,pg.no.162,it.no.28.1) Each 1.00 1313.25 1313.25 0.000 1.00 0.00 1.000 1313.25 0.00 1313.25 0.00 1313.25

13 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. V-4,pg.no.161,it.no.22.3) 1x3x4 m2 M 500.00 169.95 84975.00 0.000 500.00 0.00 500.000 169.95 0.00 84975.00 0.00 84975.00

14 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Outdoor type NOTE: 1) DOLDirect Online Starter 2)S-D- Star Delta Starter 6 to 15 HP pumps. V-4, pg.no.162, it.no.30.2) 6 to 10 HP Each 1.00 16995.00 16995.00 0.000 1.00 0.00 1.000 16995 0.00 16995.00 0.00 16995.00

15 Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. (v-4,pg.no.162,it.no.31) No 3.00 566.50 1699.50 0.000 3.00 0.00 3.000 566.5 0.00 1699.50 0.00 1699.50

16 Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. (v-4,pg.no.162,it.no.32) Per 3 Poles 1.00 1287.50 1287.50 0.000 1.00 0.00 1.000 1287.5 0.00 1287.50 0.00 1287.50

17 Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collars,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments (v-4,pg.no.163,it.no.34) Rmtr 210.00 592.25 124372.50 0.000 210.00 0.00 210.000 592.25 0.00 124372.50 0.00 124372.50

18 Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineerincharge of work.(v-4,pg.no.163,it.no.38) Job 1.00 6334.50 6334.50 0.000 1.00 0.00 1.000 6334.5 0.00 6334.50 0.00 6334.50

19 Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. (v-4,pg.no.163,it.no.40) Job 1.00 1390.50 1390.50 0.000 1.00 0.00 1.000 1390.5 0.00 1390.50 0.00 1390.50

20 Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work.(v-4,pg.no.163,it.no.41.2) M 15.00 200.85 3012.75 0.000 15.00 0.00 15.000 200.85 0.00 3012.75 0.00 3012.75

21 Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit.(v-4,pg.no.163,it.no.42) M 10.00 139.05 1390.50 0.000 10.00 0.00 10.000 139.05 0.00 1390.50 0.00 1390.50

22 Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit.(v-4,pg.no.164,it.no.43) Rmtr 5.00 82.40 412.00 0.000 5.00 0.00 5.000 82.4 0.00 412.00 0.00 412.00

23 Earthing: Supplying and fixing and wiring earth electrode for groundingcircuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipeshall have 16 through holes of 12mm dia. (v-4,pg.no.164,it.no.45) Job 1.00 3862.50 3862.50 0.000 1.00 0.00 1.000 3862.5 0.00 3862.50 0.00 3862.50

Providing Sump Tank Water Sump 20000.00 Liter Capacity

1 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 required to complete the work (Volume 1 Page No 8 Item No 1.14.1) Cum 28.21 75.19 2121.11 0.000 28.21 0.00 28.210 75.19 0.00 2121.11 0.00 2121.11

2 Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 15 Item No 2.1.3) Cum 1.73 5720.62 9896.67 0.000 1.73 0.00 1.730 5720.62 0.00 9896.67 0.00 9896.67

3 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Volume 2 Page No 14 Item No. 6.8) Cum 11.89 6890.70 81930.42 0.000 11.89 0.00 11.890 6890.7 0.00 81930.42 0.00 81930.42

4 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.+ Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in-Charge.(Volume 2 Page No 42/43 Item No 8.9+8.12)(outside) Sqm 38.26 331.66 12689.31 0.000 38.26 0.00 38.260 331.66 0.00 12689.31 0.00 12689.31

5 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.1) Cum 1.68 6367.46 10697.33 0.000 1.68 0.00 1.680 6367.46 0.00 10697.33 0.00 10697.33

6 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) ( Volume 2 Page No 84 Item No 11.32) Kg 201.60 98.88 19934.21 0.000 201.60 0.00 201.600 98.88 0.00 19934.21 0.00 19934.21

7 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. ( Volume 5 Page No 210 Item No V010C) No 2.00 1943.61 3887.22 0.000 2.00 0.00 2.000 1943.61 0.00 3887.22 0.00 3887.22

9 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin- Charge.(Volume 2 Page No 43 Item No 8.12) Cum 6.00 52.53 315.18 0.000 6.00 0.00 6.000 52.53 0.00 315.18 0.00 315.18

Construction Septic Tank and Providing Sanitary And Water Supply work

1 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 required to complete the work (Volume 1 Page No 8 Item No 1.14.1) Cum 43.33 75.19 3257.98 0.000 0.00 43.33 43.330 75.19 0.00 0.00 3257.98 3257.98

2 Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 15 Item No 2.1.3) Cum 3.01 5720.62 17219.07 0.000 0.00 3.01 3.010 5720.62 0.00 0.00 17219.07 17219.07

3 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Volume 2 Page No 14 Item No. 6.8) Cum 11.14 6890.70 76762.40 0.000 0.00 11.14 11.140 6890.7 0.00 0.00 76762.40 76762.40

4 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. (Volume 2 Pg No 42 Ino 8.9)(Inside) Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin- Charge.(Volume 2 Pg No 43 Ino 8.12) Cum 39.50 331.66 13100.57 0.000 0.00 39.50 39.500 331.66 0.00 0.00 13100.57 13100.57

5 Providing Neat cement punning 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.(Volume 2 Pg No 43 Ino 8.11) Sqm 39.50 50.47 1993.57 0.000 0.00 39.50 39.500 50.47 0.00 0.00 1993.57 1993.57

6 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.1) Cum 3.46 6367.46 22031.41 0.000 0.00 3.46 3.460 6367.46 0.00 0.00 22031.41 22031.41

7 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) ( Volume 2 Page No 84 Item No 11.32) Kg 311.00 98.88 30751.68 0.000 0.00 311.00 311.000 98.88 0.00 0.00 30751.68 30751.68

8 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m(Volume 1 Page No 5 Item No 1.4.1) excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m(Volume 1 Page No 5 Item No 1.4.1) Cum 6.00 191.58 1149.48 0.000 0.00 6.00 6.000 191.58 0.00 0.00 1149.48 1149.48

9 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Volume 2 Page No 9 Item No 5.2) Cum 5.40 5709.29 30830.17 0.000 0.00 5.40 5.400 5709.29 0.00 0.00 30830.17 30830.17

10 Providing ruled pointing to cursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of achinery, curing complete as pre specification.(Volume 2 Page No 190 Item No 21.10) Sqm 12.00 245.14 2941.68 0.000 0.00 12.00 12.000 245.14 0.00 0.00 2941.68 2941.68

11 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.1) Cum 0.60 6367.46 3820.48 0.000 0.00 0.60 0.600 6367.46 0.00 0.00 3820.48 3820.48

12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin- Charge.(Volume 2 Page No 43 Item No 8.12) Cum 3.00 52.53 157.59 0.000 0.00 3.00 3.000 52.53 0.00 0.00 157.59 157.59

14 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) ( Volume 2 Page No 84 Item No 11.32) Cum 54.00 98.88 5339.52 0.000 0.00 54.00 54.000 98.88 0.00 0.00 5339.52 5339.52

Rain water Harvesting

1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (Volume 2 Page No. 151 Item No. 17.1) Cum 4.00 988.80 3955.20 0.000 0.00 4.00 4.000 988.8 0.00 0.00 3955.20 3955.20

2 Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.(Volume 2 Page No. 151 Item No. 17.2) Cum 16.00 383.16 6130.56 0.000 0.00 16.00 16.000 383.16 0.00 0.00 6130.56 6130.56

3 Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.(Volume 2 Page No. 151 Item No. 17.3) Cum 16.00 408.91 6542.56 0.000 0.00 16.00 16.000 408.91 0.00 0.00 6542.56 6542.56

4 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor ( Volume 5 Page no 134 Item No. M010G) Rmtr 333.00 405.82 135138.06 0.000 0.00 333.00 333.000 405.82 0.00 0.00 135138.06 135138.06

1 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 required to complete the work In all kinds of soils Depth upto 3 m(Volume 1 Page No 8 Item no 1.14.1) Cum 11.25 75.19 845.89 0.000 0.00 11.25 11.250 75.19 0.00 0.00 845.89 845.89

2 KSRB 4-1.2 : Providing and laying in position plain cement concrete of Mix 1:3:6 with OPC @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregates @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 ems. thick, well compacted, in foundation including cost of all materials, labour, HOM curing complete as per specifications. Specification No. KBS 4.1, 4.2(Page No 13 Item no 4.2) Cum 2.50 5720.62 14301.55 0.000 0.00 2.50 2.500 5720.62 0.00 0.00 14301.55 14301.55

3 Providing and constructing granite / Trap/basalt rubble stone masonry in foundation with a cement mortar1:6 (uncorsed) not less than 20cms high, bond stones @ 2m apart in each course including cost of materials, labours, curing complete as per specification (Volume 2 Page No 9-Item No 5.2) Cum 11.25 5709.29 64229.51 0.000 0.00 11.25 11.250 5709.29 0.00 0.00 64229.51 64229.51

4 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Volume 2 Page No 14 Item No. 6.8) Cum 1.49 6890.70 10267.14 0.000 0.00 1.49 1.490 6890.7 0.00 0.00 10267.14 10267.14

5 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.+ Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in-Charge.(Volume 2 Page No 42/43 Item No 8.9+8.12)(outside) Sqm 9.81 331.66 3253.58 0.000 0.00 9.81 9.810 331.66 0.00 0.00 3253.58 3253.58

6 Applying one coat of water thinnable cement primer of approved brandand manufacture on wall surface :Water thinnable cement primer to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.( Volume 2 Page No 45 Item No 8.27) Sqm 9.81 41.20 404.17 0.000 0.00 9.81 9.810 41.2 0.00 0.00 404.17 404.17

7 Finishing walls with water proofing cement paint of required shade :Newwork (Two coats applied @ 4.84 kg/10 m²) to give an even shade afterthoroughly brooming the surface to remove all dirt, dust, mortar dropsand foreign matter including preparing the surface even and sand papersmooth, cost of materials, labour complete as per specifications and asper directions of Engineer-in-charge.( Volume 2 Page No 45 Item No 8.28) Sqm 9.81 67.98 666.88 0.000 0.00 9.81 9.810 67.98 0.00 0.00 666.88 666.88

9 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin- Charge.(Volume 2 Page No 43 Item No 8.12) Kg 0.75 52.53 39.40 0.000 0.00 0.75 0.750 52.53 0.00 0.00 39.40 39.40

1 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 required to complete the work In all kinds of soils Depth upto 3 m(Volume 1 Page No 8 Item no 1.14.1) Cum 71.95 75.19 5409.92 0.000 0.00 71.95 71.950 75.19 0.00 0.00 5409.92 5409.92

2 KSRB 4-1.2 : Providing and laying in position plain cement concrete of Mix 1:3:6 with OPC @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregates @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 ems. thick, well compacted, in foundation including cost of all materials, labour, HOM curing complete as per specifications. Specification No. KBS 4.1, 4.2(Page No 13 Item no 4.2) Cum 14.95 5720.62 85523.27 0.000 0.00 14.95 14.950 5720.62 0.00 0.00 85523.27 85523.27

3 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.2.1.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Volume 1 Page No 15-Item No 2.2.1.1) Cum 1.20 6121.29 7345.55 0.000 0.00 1.20 1.200 6121.29 0.00 0.00 7345.55 7345.55

4 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.1) Cum 0.66 6367.46 4202.52 0.000 0.00 0.66 0.660 6367.46 0.00 0.00 4202.52 4202.52

5 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.1) Cum 4.16 6367.46 26488.63 0.000 0.00 4.16 4.160 6367.46 0.00 0.00 26488.63 26488.63

6 Providing and constructing granite / Trap/basalt rubble stone masonry in foundation with a cement mortar1:6 (uncorsed) not less than 20cms high, bond stones @ 2m apart in each course including cost of materials, labours, curing complete as per specification (Volume 2 Page No 9-Item No 5.2) Cum 49.01 5709.29 279812.30 0.000 0.00 49.01 49.010 5709.29 0.00 0.00 279812.30 279812.30

7 Providing ruled pointing to cursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of achinery, curing complete as pre specification. (Volume 2 Page No 44-Item No 18.19.1) Sqm 36.30 204.97 7440.41 0.000 0.00 36.30 36.300 204.97 0.00 0.00 7440.41 7440.41

8 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(Volume 1 Page No. 7 Item No. 1.9) Cum 71.95 210.12 15118.13 0.000 0.00 71.95 71.950 210.12 0.00 0.00 15118.13 15118.13

9 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Volume 2 Page No 14 Item No. 6.8) Cum 41.14 6890.70 283483.40 0.000 0.00 41.14 41.140 6890.7 0.00 0.00 283483.40 283483.40

10 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.+ Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in-Charge.(Volume 2 Page No 42 Item No 8.9)(outside) Sqm 409.49 331.66 135811.45 0.000 0.00 409.49 409.490 331.66 0.00 0.00 135811.45 135811.45

11 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ( Volume 2 Page No 82 Item No 11.25.2) Kg 610.00 125.66 76652.60 0.000 0.00 610.00 610.000 125.66 0.00 0.00 76652.60 76652.60

12 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/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.( Volume 2 Page No 47 Item No 8.33.3) Sqm 20.80 109.18 2270.94 0.000 0.00 20.80 20.800 109.18 0.00 0.00 2270.94 2270.94

13 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) ( Volume 2 Page No 84 Item No 11.32) Kg 223.38 98.88 22087.81 0.000 0.00 223.38 223.380 98.88 0.00 0.00 22087.81 22087.81

14 Applying one coat of water thinnable cement primer of approved brandand manufacture on wall surface :Water thinnable cement primer to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Applying one coat of water thinnable cement primer of approved brandand manufacture on wall surface :Water thinnable cement primer to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.( Volume 2 Page No 45 Item No 8.27) Sqm 554.09 41.20 22828.51 0.000 0.00 554.09 554.090 41.2 0.00 0.00 22828.51 22828.51

15 Finishing walls with water proofing cement paint of required shade :Newwork (Two coats applied @ 4.84 kg/10 m²) to give an even shade afterthoroughly brooming the surface to remove all dirt, dust, mortar dropsand foreign matter including preparing the surface even and sand papersmooth, cost of materials, labour complete as per specifications and asper directions of Engineer-in-charge.( Volume 2 Page No 45 Item No 8.28) Sqm 554.09 67.98 37667.04 0.000 0.00 554.09 554.090 67.98 0.00 0.00 37667.04 37667.04

18 Formwark for Beams, Lintels & Roof of Building @ 60% (Volume 1 Page No 116 Sl.no.13) Cum 4.16 3820.48 15893.20 0.000 0.00 4.16 4.160 3820.48 0.00 0.00 15893.20 15893.20

19 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin- Charge.(Volume 2 Page No 43 Item No 8.12) Sqm 32.50 52.53 1707.23 0.000 0.00 32.50 32.500 52.53 0.00 0.00 1707.23 1707.23

Electrification

1 Concealed Conduit System Supplying heavy gauge PVC conduit pipe mm dia .......mm thick confirming to IS 2509 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 unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19/20mm dia 2mm thick M 843.00 61.00 51423.00 0.000 0.00 843.00 843.000 61 0.00 0.00 51423.00 51423.00

3 supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc.,by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 19/20mm dia 2mm thick M 470.00 75.00 35250.00 0.000 0.00 470.00 470.000 75 0.00 0.00 35250.00 35250.00

5 Supplying and fixing sheet metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. 200x90x65mm Each 2.00 335.00 670.00 0.000 0.00 2.00 2.000 335 0.00 0.00 670.00 670.00

6 Supplying and fixing PVC/metal conduit accessories. Deep junction box 19/20mm deep junction box Each 180.00 49.00 8820.00 0.000 0.00 180.00 180.000 49 0.00 0.00 8820.00 8820.00

8 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, up to wall surface complete up to 50mm conduit in brick wall M 84.00 26.00 2184.00 0.000 0.00 84.00 84.000 26 0.00 0.00 2184.00 2184.00

10 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point up to 3Mtr from tapping point to out let via switch box Point 50.00 251.00 12550.00 0.000 0.00 50.00 50.000 251 0.00 0.00 12550.00 12550.00

11 Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch box Point 62.00 361.00 22382.00 0.000 0.00 62.00 62.000 361 0.00 0.00 22382.00 22382.00

12 Long point above 6Mtr up to 10Mtr from tapping point to out let via switch box Point 92.00 542.00 49864.00 0.000 0.00 92.00 92.000 542 0.00 0.00 49864.00 49864.00

13 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 1.5 sqmm M 1640.00 26.00 42640.00 0.000 0.00 1640.00 1640.000 26 0.00 0.00 42640.00 42640.00

16 Supplying and flush mounting powder coated metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 1-3Way Each 21.00 123.00 2583.00 0.000 0.00 21.00 21.000 123 0.00 0.00 2583.00 2583.00

19 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. Each 21.00 152.00 3192.00 0.000 0.00 21.00 21.000 152 0.00 0.00 3192.00 3192.00

22 Supplying and fixing of modular switch/ Socket/stepped electronic fan regulator/ dimmer/telephone socket etc on existing modular switch plate as per IS 3854 and IS 1293 6Amps one way. Each 450.00 88.00 39600.00 0.000 0.00 450.00 450.000 88 0.00 0.00 39600.00 39600.00

28 Extra for supplying 4mm thick white plastic plate and covering for junction boxes of size ….mm conduit using necessary machine screws. 80MM No 145.00 10.00 1450.00 0.000 0.00 145.00 145.000 10 0.00 0.00 1450.00 1450.00

30 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required. 6-32Amps SP Each 24.00 523.00 12552.00 0.000 0.00 24.00 24.000 523 0.00 0.00 12552.00 12552.00

33 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. a) 4Way TP &N Each 4.00 3053.00 12212.00 0.000 0.00 4.00 4.000 3053 0.00 0.00 12212.00 12212.00

34 Supplying fixing and wiring earth electrode for grounding of IC Cut outs and other equipments on the meter board in the pit .The pit should be filled up with equal propation of salt and Charcoal 150mm around the pipe to complete depth. The connection from the electrode is to be established through GI strip wire using as per clause 7.3.3 of I.S 12 mm bolts GI bolts and nuts,and washers and checknuts thepipeshould have16 through holes of 12 mm dia. Water supply and UGDWorks SR 2021-22 P.No 164 Sl No-45 No 5.00 3750.00 18750.00 0.000 0.00 5.00 5.000 3750 0.00 0.00 18750.00 18750.00

35 Supplying and running of GI wire for grounding connections, using necessary fixing materials as required. Bescom Elect SR 2021-22P. No 164 ,Sl No -45 M.T 0.10 82136.00 8213.60 0.000 0.00 0.10 0.100 82136 0.00 0.00 8213.60 8213.60

37 Supplying and drawing PVC flexible one pair telephone unarmoured tinned copper cable. 4Pair Mtr 100.00 33.00 3300.00 0.000 0.00 100.00 100.000 33 0.00 0.00 3300.00 3300.00

38 Supplying & Fixing of switch mounting rack with power manager & Cable manager 12U with 450mm depth Each 2.00 9271.00 18542.00 0.000 0.00 2.00 2.000 9271 0.00 0.00 18542.00 18542.00

39 Supplying fixing of Network Switches 24 port 10/100/1000 Switch Each 2.00 8241.00 16482.00 0.000 0.00 2.00 2.000 8241 0.00 0.00 16482.00 16482.00

40 Supplying & fixing of I/O socket with back box Single I/o Each 22.00 405.00 8910.00 0.000 0.00 22.00 22.000 405 0.00 0.00 8910.00 8910.00

41 Supplying of feet PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4 - 20/22 W Each 131.00 740.00 96940.00 0.000 0.00 131.00 131.000 740 0.00 0.00 96940.00 96940.00

42 Supplying and Fixing of........mm dia class A GI pipe bracket up to 2 mtrs long bent at suitable angle and fixing to this bracket 1x40/2x40 watts fluorescent tube street light fitting of all capacities to GI or CI or rail or RCC pole / wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires. Using 32mm dia G.I.Pipe Each 5.00 902.00 4510.00 0.000 0.00 5.00 5.000 902 0.00 0.00 4510.00 4510.00

43 Fixing charges of post top/ Gate/ Garden fitting /LED on the existing CI / GI or any other pipe using required size of reducer, wiring using suitable wires. Each 5.00 166.00 830.00 0.000 0.00 5.00 5.000 166 0.00 0.00 830.00 830.00

44 Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. On wall / ceiling / Rafter / Girders Each 131.00 119.00 15589.00 0.000 0.00 131.00 131.000 119 0.00 0.00 15589.00 15589.00

45 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S' hook with fan regulator to the existing board together with supplying and fixing 5 amps. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. Each 38.00 162.00 6156.00 0.000 0.00 38.00 38.000 162 0.00 0.00 6156.00 6156.00

46 Extra length of GI pipe of class B 19mm dia for down rod. Mtr 38.00 173.00 6574.00 0.000 0.00 38.00 38.000 173 0.00 0.00 6574.00 6574.00

47 Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 amps. ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire. Each 3.00 432.00 1296.00 0.000 0.00 3.00 3.000 432 0.00 0.00 1296.00 1296.00

48 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation.amp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr @Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption .LED iciency130lm/w, nominal CRI 75.Luminaire manufacturer should have in-house facilityaccredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/LED Streetlight 70W No 5.00 5955.00 29775.00 0.000 0.00 5.00 5.000 5955 0.00 0.00 29775.00 29775.00

49 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. 48" Sweep (1200mm) Regular model Each 38.00 2085.00 79230.00 0.000 0.00 38.00 38.000 2085 0.00 0.00 79230.00 79230.00

50 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 12" Sweep (300mm) Each 3.00 2997.00 8991.00 0.000 0.00 3.00 3.000 2997 0.00 0.00 8991.00 8991.00

51 Supplying and fixing of Shunt trip suitable for MCCB.CBCT Each 1.00 1512.00 1512.00 0.000 0.00 1.00 1.000 1512 0.00 0.00 1512.00 1512.00

52 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required. 6-32Amps SP Each 6.00 523.00 3138.00 0.000 0.00 6.00 6.000 523 0.00 0.00 3138.00 3138.00

56 Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board Each 1.00 8316.00 8316.00 0.000 0.00 1.00 1.000 8316 0.00 0.00 8316.00 8316.00

57 Supplying, fixing and wiring rotary selector switch suitable for Ammeter. (55/6.24) Each 1.00 178.00 178.00 0.000 0.00 1.00 1.000 178 0.00 0.00 178.00 178.00

58 Supplying, fixing and wiring rotary selector switch suitable for Voltmeter. (55/6.25) Each 1.00 146.00 146.00 0.000 0.00 1.00 1.000 146 0.00 0.00 146.00 146.00

59 Supplying, fixing and wiring 3 phase Digital Ammeter/ Voltmeter (55/6.26) Each 1.00 1280.00 1280.00 0.000 0.00 1.00 1.000 1280 0.00 0.00 1280.00 1280.00

60 Supplying fixing and wiring 50/5 to 400/5 Amps 5KVA burden Current Transformer. Class 0.5 accurecy with Tape wound. (56/6.31) Each 3.00 505.00 1515.00 0.000 0.00 3.00 3.000 505 0.00 0.00 1515.00 1515.00

61 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v A.C 50Hz 12/24v D.C. Each 3.00 464.00 1392.00 0.000 0.00 3.00 3.000 464 0.00 0.00 1392.00 1392.00

62 Supplying .....amps rated 3phase with neutral bus bar using required capacity electrolytic alluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary botls,nuts and washers 100Amps 4x30x6mm Alluminium Strips M 1.00 2214.00 2214.00 0.000 0.00 1.00 1.000 2214 0.00 0.00 2214.00 2214.00

63 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint 50x50x6mm M 12.00 356.00 4272.00 0.000 0.00 12.00 12.000 356 0.00 0.00 4272.00 4272.00

64 Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with suitable approved colour powder coated paint. 14SWG Sq.Cm 120000.00 0.43 51600.00 0.000 0.00 120000.00 120000.000 0.43 0.00 0.00 51600.00 51600.00

65 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LTcable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975(BESCOM Material) 3.5 core 25 sqmm Km 0.10 181452.00 18145.20 0.000 0.00 0.10 0.100 181452 0.00 0.00 18145.20 18145.20

66 Earth Work excavation for cable trench of 0.5 to 0.75 Mtr ,width and Depth upto 1 Mtr including trial pits ,depositing on the bank upto a lead of 50 mtr ,supplying and displaying necessary Danger Board and Lighting , Using sight Rails and sign Boards at every 100 Mtr wherever necessary as directed Hard Soil Cum 33.75 389.00 13128.75 0.000 0.00 33.75 33.750 389 0.00 0.00 13128.75 13128.75

67 Refilling the cable trenches with selected available earth from trenche execavation including watering ,consolidaion in Layers of 15 cms Thickeness including depositing of tehe surplus earth with alead of 200 Mtr. Cum 33.75 58.00 1957.50 0.000 0.00 33.75 33.750 58 0.00 0.00 1957.50 1957.50

68 Laying of cable in existing Trench /GI Pipe /stone ware Pipe /RCC Hume pipe using Wooden /Aluminum rollers as Directed by the departmental LT Cable 2.5 to 25 Sqmm Km 0.10 16159.00 1615.90 0.000 0.00 0.10 0.100 16159 0.00 0.00 1615.90 1615.90

69 Supplying and fixing of class B) GI pipe of wall thick ness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1 KV class. (68/7.12)BESCOM ELEctric SR 2021-22 P.No.16 of27 ,Sl no -413 item No 49.08 Mtr 3.00 1528.00 4584.00 0.000 0.00 3.00 3.000 1528 0.00 0.00 4584.00 4584.00

70 Heavy duty copper terminal Long Barrel Lugs BESCOM ELEctric SR 2021-22 P.No.20 of 27 Each 20.00 29.00 580.00 0.000 0.00 20.00 20.000 29 0.00 0.00 580.00 580.00

71 Supply and laying double walled corrugated (DWC) HDPE Pipe HDPE pipe grade PE-100-PN 4.0 ,75 mm Water supply and UGDWorks SR 2021-22 P.No 126 Sl No9.2 Mtr 80.00 191.60 15328.00 0.000 0.00 80.00 80.000 191.6 0.00 0.00 15328.00 15328.00

Add 0.8% for Structural Design. 181585.71

Add for 18% GST 4979777.47

Add for Hescom Deposite charges. 50000.00

Add for External Electrical Works (TC) 250000.00

Add for Unforeseen Items ,Price Contingency and Others 54792.11

Estimate Amount 33000000.00

Sl No. Item Code Description UNIT QTY RATE AMOUNT

1 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 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 unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary

Part-III P No.1 IT No. 1.2.1 19/20 mm dia 2 mm thick m 550 66.00 36300.00

Part-III P No.1 IT No. 1.2.2 25 mm dia 2 mm thick m 350 78.00 27300.00

2 Part-III P No.1 IT No. 1.3 Supplying heavy gauge PVCConduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.

Part-III P No.1 IT No. 1.3.1 19/20 mm dia 2 mm thick m 220 68.00 14960.00

Part-III P No.1 IT No. 1.3.2 25 mm dia 2 mm thick m 210 79.00 16590.00

3 Part-III P No.4 IT No. 1.13 Supplying And Fixing Metal Fan Box with Round Hook. No 46 117.00 5382.00

4 2.2 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.

Part-III P No.5 IT No. 2.2.1 Short point upto 3Mtr from tapping point to out let via switch box Point 25 269.00 6725.00

Part-III P No.5 IT No. 2.2.2 Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box Point 41 379.00 15539.00

Part-III P No.5 IT No. 2.2.3 Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box Point 81 555.00 44955.00

5 2.3 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-694:2010 m 450 26.00 11700.00

Part-III P No.5 IT No. 2.3.4 4 mm2 m 650 63.00 40950.00

Part-III P No.5 IT No. 2.3.5 6 mm2 m 350 92.00 32200.00

6 3.4 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall Each 27 159.00 4293.00

Part-III P No.8 IT No. 3.4.4 6 Way Each 19 220.00 4180.00

Part-III P No.8 IT No. 3.3.5 8 Way Each 2 219.00 438.00

Part-III P No.8 IT No. 3.4.6 10-12 Way Each 44 319.00 14036.00

7 3.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. Each 27 161.00 4347.00

Part-III P No.8 IT No. 3.5.4 6 Module Each 19 234.00 4446.00

Part-III P No.8 IT No. 3.5.5 8 Module Each 2 284.00 568.00

Part-III P No.8 IT No. 3.5.6 10-12 Module Each 44 344.00 15136.00

8 3.6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Each 258 102.00 26316.00

Part-III P No.9 IT No. 3.6.2 6A Two Way Switch Each 2 166.00 332.00

Part-III P No.9 IT No. 3.6.3 6A Three Way socket Each 105 171.00 17955.00

Part-III P No.9 IT No. 3.6.4 Stepped Fan Regulator Two Module Each 46 357.00 16422.00

Part-III P No.9 IT No. 3.6.8 6A Bell Push Each 2 177.00 354.00

Part-III P No.9 IT No. 3.6.9 32A DP Switch Each 32 326.00 10432.00

Part-III P No.9 IT No. 3.6.10 6/16A Universal Socket Each 32 236.00 7552.00

9 Part-III P No.17 IT No.5.18 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.

Part-III P No.17 IT No.5.18.1 6-32 A SP Each 20 415.00 8300.00

Part-III P No.17 IT No.5.18.4 6-32 A DP Each 2 739.00 1478.00

Part-III P No.18 IT No.5.18.9 50-63 A TPN Each 4 3088.00 12352.00

10 5.19 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure.

II - Double Door

Part-III P No.18 IT No.5.19.11 4 Way TP & N Each 2 4038.00 8076.00

11 Part-III P No.30 IT No.6.1 Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. Each 2 1492.00 2984.00

12 Part-III P No.30 IT No.6.3 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.

Part-III P No.30 IT No.6.3.1 48" Sweep (1200 mm) Regular model Each 46 2984.00 137264.00

13 Part-III P No.43 IT No.11.3 Supplying of .....feet -PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI > 80. Power Input: 220-240V@ 50/60Hz & Power factor >0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.

Part-III P No.43 IT No.11.3.2 LED light fitting 1 x 4' - 20/22 W Each 101 690.00 69690.00

14 Part-III P No.54IT No.12.56 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia No 2 3510.00 7020.00

15 Part-III P No.54 IT No.12.58 GI/Copper strips for grounding connections, using necessary fixing materials as required. m 20 82.00 1640.00

16 Part-III P No.55 IT No. 12.58.11 600 x 600 x 3 mm Copper plate Each 2 7421.00 14842.00

17 13.7 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps. Each 101 122.00 12322.00

18 Part-III P No.57 IT No. 13.11 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. Each 46 315.00 14490.00

Total 705566.00

Hescom Deposite /Elelctrical inspector charges and milenious for TC yard fencing charges 17432.12

Total 850000.00

Section Officer Assistant Executive Engineer

PWD Electrical sub division Belagavi

Information on litigation in which the Tenderer is involved:

Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status

BANKER’S CERTIFICATE

This is to certify that M/s. ………………………….. is a reputed company with a good financial standing. If the contract for this work, namely ……………………………… (Name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs. …………… to meet the working capital requirements for executing the above contract

Name of the Bank, Senior Bank Manger

Address:…………………………

List of Machinery

Note: Minimum 50% of the required machinery should be owned by the Tenderer. Remaining 50% of the required machinery may be owned / procurred on Lease basis / Hire basis.

Item of Equipment Requirement Owned/ Hired/Leased Owned/ Hired/Lease and available Remarks

No. Capacity Number/Capacity Age/ Condition

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

has executed/ is executing(strike off which ever is not applicable) the work of .............................................

in this Organisation. The details of the work is as under:

1 Name of the Project :

2 Name of the Work :

3 Contract Amount :

4 Date of signing the Agreement :

5 Date of handing over of the Site :

6 Items executed :

Earth work excavation :

UCR/SSM/B.B.M :

P.C.C / R.C.C :

Alluminium & Steel work (Doors, Windows & Partition) :

Address for correspondence:

Information of the works for which Tenderer has submitted Tender.

Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs lac. Specified period of completion (including/excluding Monsoon Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.

Information of the works for which Tender acceptance letters are received.

Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs lac Specified period of completion (including/excluding Monsoon Probable Date of Handing over of site

Information on works which are yet to be completed.

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/ excluding Monsoon cost of balance works remaining Rs. in lac Probable date of completion

Year Name of work Name of Employer Quantity of work performed Remarks (Indicate contract reference)

2012-13 Exc & Embankment

Water Prrofing/Wall Panneling

2013-14 Exc & Embankment

Water Prrofing/Wall Panneling

2014-15 Exc & Embankment

Water Prrofing/Wall Panneling

2015-16 Exc & Embankment

Water Prrofing/Wall Panneling

2016-17 Exc & Embankment

Water Prrofing/Wall Panneling

Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)

Financial Year Total value of works executed and payments received in the last five years (in Rs. lac)