NIT NO. E.E./F-03(4)/2026-2027/24 Dated 10.04.2026

GENERAL ABSTRACT OF CONSTRUCTION OF PROPOSED DEAN QUARTER, GUARD ROOM, GARAGE & SERVENT QR., BOUNDRY WALL AND LAND SCAPE WORK FOR DEAN QR. AT COLLEGE OF VETERINARY SCIENCE & ANIMAL HASBANDRY, BILASPUR, DISTT. - BILASPUR (CHHATTISGARH)

BASED ON C.G. P.W.D. S.O.R.- SCHEDULE OF RATES FOR BUILDING WORKS & ROAD WORKS FOR PUBLIC WORKS DEPARTMENT IN FORCE FROM 01-01-2015

S.NO. PARTICULARS COST IN LACS

1 Dean Quarter 37.05

2 Guard Room for Dean Quarter 3.29

3 Garage & Servent Quarter for Dean 6.40

4 Boundary Wall for Dean Quarter 7.00

5 Land Scaping work for Dean Quarter 6.61

(RUPEES SIXTY LACS AND THIRTY FIVE THOUSAND)

SUSHIL KUMAR DASHORE

DASHORE & ASSOCIATES

ENGINEERS, ARCHITECTS, VALUERS

M-2, RATAN PALACE, KATORA TALAB,

Sub Engineer Asstt. Engineer Executive Engineer

DETAILED ESTIMATE OF CONSTRUCTION OF PROPOSED DEAN QUARTER BUILDING FOR COLLEGE OF VETERINARY SCIENCE & ANIMAL HASBANDRY, BILASPUR. (CHHATTISGARH)

BASED ON C.G. P.W.D. S.O.R.- SCHEDULE OF RATES FOR BUILDING WORKS FOR PUBLIC WORKS DEPARTMENT IN FORCE FROM 01-01-2015

S. No. S.O.R. No. PARTICULARS UNIT QTY

1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soil

1.6.1 Extra for every additional lift of 1.5 m or part thereof.

In all types of soil

3 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

4 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3.4 Extra for laying PCC/RCC of any grade in super structure above plinth level for every floor or part thereof in addition to rate for foundation and plinth.

For Ground Floor Cum 51.17

For Terrace Floor Cum 2.02

5 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size.

* 2.1.6 Columns, Pillars, Piers and likes- rectangular or square in shape

* 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

* 2.1.8 Beams, lintels, cantilevers & walls

* 2.1.14 Weather shade, chhajja, Cornices and Mouldings

* 2.1.4 Edge of slab, breaks in floor and walls upto 200mm.

6 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

3.12.1 Thermo-Mechanically treated bars FE415

7 3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer.

8 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

9 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

10 1.22 Supplying chlorpyriphos/ Lindane emulsifiable concentrate of 20% in sealed containers including delivery as specified.

11 1.25 Diluting chemical emulsion (chlorpyrifos/ Lindane) in water as per manufacturers recommendation and injecting for pre- constructional curative cum preventive anti-termite treatment:(Five year service gurantee bond to be signed by contractor)

1.25.1 Surface treatment by spreading emulsion under floor, over the plinth area before laying base concrete @ 5 litres / sqm.

1.25.2 Treatment of inside of plinth masonry wall on using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall below plinth protection at the intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

1.25.3 Treatment of outer side of plinth masonry wall using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall at the junction of floor at the intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

12 1.26 Carriage by mechanical transport for 5 km lead:

13 7.5 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

7.5.4 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

14 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including formwork.

15 3.15 Applying a coat of hot bitumen 30/40 using @ 1.7kg/ sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

16 7.2 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Ground Floor Cum 64.34

17 7.11 Half brick thick brick masonry with fly-ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 upto plinth level

7.11.2 Cement Mortar 1:4 (1 cement : 4 coarse sand)

7.12 Extra for brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level

Ground Floor Sqm 15.23

18 7.20 Extra for providing and placing in position hopping 25x1.60 mm or 2 nos. 6 mm dia MS bars reinforcement at every third course of half brick masonry.

19 3.10 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of form work.

3.1.4 1:2:4 (1cement :2 coursed sand : 4 graded stone aggregate 20mm nominal size )

20 9.18 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.

9.18.3 Single rebate/ mullion 100mmx50mm size, 1.25mm thick sheet

21 8.12 Providing and fixing flush door shutters, conforming to IS 2202 (Part 1), decorative type, core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges.

8.12.2 35 mm. thick (single leaf)

22 8.79 Providing and fixing S.S. finished brass sliding door bolt with necessary bolts, nuts and S.S. finished MS screws complete:

23 8.80 Providing and fixing S.S. finished brass door latch with necessary S.S. finished MS screws complete:

24 8.84 Providing and fixing S.S. finished brass handle with necessary S.S. finished MS screws complete:

25 8.90 Providing and fixing 150mm S.S. finished brass floor door stoppers with rubber cushion with necessary S.S. finished MS screws to suit thickness of shutters.

26 8.81 Providing and fixing S.S. finished brass tower bolts (Barrel type) with necessary S.S. finished MS screws complete:

27 8.67 Providing and fixing of bright finished brass mortise latch and lock 100x65mm with six levers and a pair of lever handles with brass polished MS screws etc. complete.

28 9.47 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing and panelling to be paid for separately

9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).

9.49 Extra for polyester powder coated (minimum 50 micron) aluminium sections instead of anodized.

29 9.51 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):

9.51.1 With float glass panes of 4 mm thickness

30 9.34 Providing and fixing stainless wire gauge of average width of aperture 1.56mm with wire of 0.35mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete.

31 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat of red oxide zinc chromate primer..

32 9.37 Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

33 11.1 6mm thick cement plaster of mix:

11.1.1 In Cement mortar 1:3 (1 cement : 3 fine sand)

34 11.2 12mm thick cement plaster of mix:

11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

35 11.7 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) and finished with top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand)

36 12.7 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete

12.7.1 Size upto 200x300 mm

37 12.1 Providing and laying rectified ceramic glazed floor tiles 300x300mm conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.

12.10.1 Size 300x300 mm

38 12.13 Providing and laying vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete:

12.13.1 Size 600x600mm

39 12.46 15 mm thick Table rubbed plished Granite stone slab in risers and treads of steps skirting dado and pillars laid on 12 mm (Average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc.complete (single stone is to be used for risers and treads of steps and width of stone for skirting and dodo shall be equal to the height of skirting & dado and length of 1.0 m.

12.46.2 Granite stone black

40 12.3 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement

12.3.1 40 mm thick

41 13.6 15mm thick Granite work (machine cut, table rubbed & mirror polished) for kitchen platform, vanity counters, window sills and similar locations of required size laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) including joints treated with white cement mixed with matching pigment including rubbing and polishing to edge moulding to give high gloss finish.

13.6.3 Granite stone lakha red/ shahi red

42 13.20 Extra for fixing marble/granite stone in facia and drops of width upto 150 mm with epoxy resin based adhesive instead of cement mortar including cleaning etc. complete.

43 4.13 Grading roof for water proofing treatment with

4.13.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

44 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

45 14.13 Providing and applying 2 mm thick ready mix exterior grade approved make putty ( like Birla wall care, Alltek Superfine W/R of (NCL). Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.

46 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.1 Satin synthetic enamel paint

47 14.1 Wall painting with acrylic premium emulsion (plastic) paint (2nd top most approved branded quality) to give an even shade.

14.10.1 On new work (Two or more coats)

48 14.16 Painting exterior surface with PREMIUM ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:

14.16.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

49 3.16 Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth.

50 12.65 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm

12.65.2 Pigment coloured (rubber mould) precast interlock concrete block

Add for Electrification work

Add for Sanitary & Water Supply

Sub Engineer Asstt. Engineer Executive Engineer

DETAILED ESTIMATE OF CONSTRUCTION OF PROPOSED DEAN QUARTER BUILDING FOR COLLEGE OF VETERINARY SCIENCE & ANIMAL HASBANDRY, BILASPUR. (CHHATTISGARH)

BASED ON C.G. P.W.D. S.O.R.- SCHEDULE OF RATES FOR BUILDING WORKS FOR PUBLIC WORKS DEPARTMENT IN FORCE FROM 01-01-2015

S. No. S.O.R. No. PARTICULARS UNIT QTY RATE AMOUNT

1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soil

1.6.1 Extra for every additional lift of 1.5 m or part thereof.

In all types of soil

3 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

4 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3.4 Extra for laying PCC/RCC of any grade in super structure above plinth level for every floor or part thereof in addition to rate for foundation and plinth.

For Ground Floor Cum 51.17 97.50 4989.29

For Terrace Floor Cum 2.02 195.00 393.12

5 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size.

* 2.1.6 Columns, Pillars, Piers and likes- rectangular or square in shape

* 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

* 2.1.8 Beams, lintels, cantilevers & walls

* 2.1.14 Weather shade, chhajja, Cornices and Mouldings

* 2.1.4 Edge of slab, breaks in floor and walls upto 200mm.

6 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

3.12.1 Thermo-Mechanically treated bars FE415

7 3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer.

8 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

9 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

10 1.22 Supplying chlorpyriphos/ Lindane emulsifiable concentrate of 20% in sealed containers including delivery as specified.

11 1.25 Diluting chemical emulsion (chlorpyrifos/ Lindane) in water as per manufacturers recommendation and injecting for pre- constructional curative cum preventive anti-termite treatment:(Five year service gurantee bond to be signed by contractor)

1.25.1 Surface treatment by spreading emulsion under floor, over the plinth area before laying base concrete @ 5 litres / sqm.

1.25.2 Treatment of inside of plinth masonry wall on using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall below plinth protection at the intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

1.25.3 Treatment of outer side of plinth masonry wall using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall at the junction of floor at the intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

12 1.26 Carriage by mechanical transport for 5 km lead:

13 7.5 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

7.5.4 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

14 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including formwork.

15 3.15 Applying a coat of hot bitumen 30/40 using @ 1.7kg/ sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

16 7.2 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Ground Floor Cum 64.34 3384.00 217733.33

17 7.11 Half brick thick brick masonry with fly-ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 upto plinth level

7.11.2 Cement Mortar 1:4 (1 cement : 4 coarse sand)

7.12 Extra for brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level

Ground Floor Sqm 15.23 393.00 5985.78

18 7.20 Extra for providing and placing in position hopping 25x1.60 mm or 2 nos. 6 mm dia MS bars reinforcement at every third course of half brick masonry.

19 3.10 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of form work.

3.1.4 1:2:4 (1cement :2 coursed sand : 4 graded stone aggregate 20mm nominal size )

20 9.18 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.

9.18.3 Single rebate/ mullion 100mmx50mm size, 1.25mm thick sheet

21 8.12 Providing and fixing flush door shutters, conforming to IS 2202 (Part 1), decorative type, core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges.

8.12.2 35 mm. thick (single leaf)

22 8.79 Providing and fixing S.S. finished brass sliding door bolt with necessary bolts, nuts and S.S. finished MS screws complete:

23 8.80 Providing and fixing S.S. finished brass door latch with necessary S.S. finished MS screws complete:

24 8.84 Providing and fixing S.S. finished brass handle with necessary S.S. finished MS screws complete:

25 8.90 Providing and fixing 150mm S.S. finished brass floor door stoppers with rubber cushion with necessary S.S. finished MS screws to suit thickness of shutters.

26 8.81 Providing and fixing S.S. finished brass tower bolts (Barrel type) with necessary S.S. finished MS screws complete:

27 8.67 Providing and fixing of bright finished brass mortise latch and lock 100x65mm with six levers and a pair of lever handles with brass polished MS screws etc. complete.

28 9.47 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing and panelling to be paid for separately

9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).

9.49 Extra for polyester powder coated (minimum 50 micron) aluminium sections instead of anodized.

29 9.51 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):

9.51.1 With float glass panes of 4 mm thickness

30 9.34 Providing and fixing stainless wire gauge of average width of aperture 1.56mm with wire of 0.35mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete.

31 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat of red oxide zinc chromate primer..

32 9.37 Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

33 11.1 6mm thick cement plaster of mix:

11.1.1 In Cement mortar 1:3 (1 cement : 3 fine sand)

34 11.2 12mm thick cement plaster of mix:

11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

35 11.7 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) and finished with top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand)

36 12.7 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete

12.7.1 Size upto 200x300 mm

37 12.1 Providing and laying rectified ceramic glazed floor tiles 300x300mm conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.

12.10.1 Size 300x300 mm

38 12.13 Providing and laying vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete:

12.13.1 Size 600x600mm

39 12.46 15 mm thick Table rubbed plished Granite stone slab in risers and treads of steps skirting dado and pillars laid on 12 mm (Average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc.complete (single stone is to be used for risers and treads of steps and width of stone for skirting and dodo shall be equal to the height of skirting & dado and length of 1.0 m.

12.46.2 Granite stone black

40 12.3 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement

12.3.1 40 mm thick

41 13.6 15mm thick Granite work (machine cut, table rubbed & mirror polished) for kitchen platform, vanity counters, window sills and similar locations of required size laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) including joints treated with white cement mixed with matching pigment including rubbing and polishing to edge moulding to give high gloss finish.

13.6.3 Granite stone lakha red/ shahi red

42 13.20 Extra for fixing marble/granite stone in facia and drops of width upto 150 mm with epoxy resin based adhesive instead of cement mortar including cleaning etc. complete.

43 4.13 Grading roof for water proofing treatment with

4.13.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

44 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

45 14.13 Providing and applying 2 mm thick ready mix exterior grade approved make putty ( like Birla wall care, Alltek Superfine W/R of (NCL). Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.

46 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.1 Satin synthetic enamel paint

47 14.1 Wall painting with acrylic premium emulsion (plastic) paint (2nd top most approved branded quality) to give an even shade.

14.10.1 On new work (Two or more coats)

48 14.16 Painting exterior surface with PREMIUM ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:

14.16.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

49 3.16 Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth.

50 12.65 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm

12.65.2 Pigment coloured (rubber mould) precast interlock concrete block

51 Add for provision of Rain water harvesting Lump Sum 50000.00

Total 3112144.57

Add 9% for Electrification work 280093.01

Add 6% for Sanitary & Water Supply 186728.67

Total 3578966.26

Add 1 % for Contingencies 35789.66

Add 2.50 % for Consultant/Architect fee 89474.16

Total 3704230.08

( RUPEES THIRTY SEVEN LACS FIVE THOUSAND ONLY )

DASHORE & ASSOCIATES

ENGINEERS, ARCHITECTS, VALUERS

M-2, RATAN PALACE, KATORA TALAB,

E MAIL - [email protected]

Sub Engineer Asstt. Engineer Executive Engineer

DETAILS OF MEASUREMENTS

S.No Particulars Detail No L B D/H Qty Unit

1 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

Total 600.00 Sqm

2 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

In all types of soil

Total 374.65 Cum

Extra for every additional lift of 1.5 m or part thereof.

In all types of soil

Total 149.86 Cum

3 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

For Under floor

Ent. Verandah & Lobby 1x1 1 4.30 2.45 0.10 1.05

Drawing, Dining & Living Room 1x1 1 3.20 3.75 0.10 1.20

Side Verandah 1x2 2 2.00 3.75 0.10 1.50

Total 33.09 Cum

4 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Columns up to G.L.

Columns from G.L. to P.L.

Sub Total (A) 63.08 Cum

Columns above P.L. upto Ground Floor Slab

Beams at lintel level

Ground floor Slab beams

Ground Floor Slab

Ent. Verandah & Lobby 1x1 1 4.10 2.80 0.12 1.38

Drawing, Dining & Living Room 1x1 1 3.00 3.75 0.12 1.35

Toilet + Store 1x1 1 1.80 4.80 0.12 1.04

Toilet + Passage 1x1 1 1.80 4.80 0.12 1.04

Side Verandah 1x2 2 2.00 3.75 0.12 1.80

Top Slab of Septic Tank 1x1 1 5.50 3.60 0.15 2.97

Deduction of Main Hole 1x1 1 0.75 0.75 0.15 -0.08

Sub Total (B) 51.17 Cum

Columns For Parapet

Sub Total (C) 2.02 Cum

Total 116.27 Cum

5 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, base of columns and plinth beam in any shape and size.

Columns up to G.L.

Columns from G.L. to P.L.

Along X axis 1x2 2 4.10 0.80 6.56

Along Y axis 1x3 3 2.45 0.80 5.88

Total 226.01 Sqm

* Columns, Pillars, Piers and likes- rectangular or square in shape

Columns above P.L. upto Ground Floor Slab

Columns above Ground Floor Slab to First Floor

Total 151.20 Sqm

Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

Ent. Verandah & Lobby 1x1 1 4.10 2.80 11.48

Drawing, Dining & Living Room 1x1 1 3.00 3.75 11.25

Toilet + Store 1x1 1 1.80 4.80 8.64

Toilet + Passage 1x1 1 1.80 4.80 8.64

Office Room 1x1 1 2.70 3.10 8.37

Side Verandah 1x2 2 2.00 3.75 15.00

Top Slab of Septic Tank 1x1 1 4.90 3.00 14.70

Deduction of Main Hole 1x1 1 0.75 0.75 0.56

Total 202.69 Sqm

* Beams, lintels, cantilevers & walls

Beams at lintel level

Along X axis 1x2 2 4.10 0.60 4.92

Along Y axis 1x3 3 2.45 0.60 4.41

Ground floor Slab beams

Along X axis 1x3 3 4.10 0.76 9.35

Along Y axis 1x3 3 2.60 0.76 5.93

Total 180.32 Sqm

* Weather shade, chhajja, Cornices and Mouldings

Total 17.67 Sqm

* Edge of slab, breaks in floor and walls upto 200mm.

6 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

Thermo-Mechanically treated bars FE415

Total R.C.C.Work 116.27 Cum

Hence Qty A @ 90 Kg / cum 116.27 90 Total 10463.96 Kg

7 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer.

For Terrace 1x1 1 33.00 9.50 Kg/Cum 313.50 Kg

Total 313.50 Kg

8 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

Total Qty. of Excavated earth 374.65 Cum

Only 25 % of Excavated earth for filling purpose 93.66 Cum

Total 93.66 Cum

9 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

(A)Back Filling

Total quantity of excavation 374.65 Cum

R.C.C.up to G.L. 63.08

25 % of qty. of earth filling 93.66

SubTotal (A) 184.82 Cum

Ent. Verandah & Lobby 1x1 1 4.30 2.45 0.60 6.32

Drawing, Dining & Living Room 1x1 1 3.20 3.75 0.60 7.20

Side Verandah 1x2 2 2.00 3.75 0.60 9.00

SubTotal (B) 114.76 Cum

Total quantity of filling Total 299.58 Cum

10 Supplying chlorpyriphos/ Lindane emulsifiable concentrate of 20% in sealed containers including delivery as specified.

builtup area x 5ltrs./sqm 1x1 1 218.00 5.00 1090.00 Litre

Total 1090.00 Litre

20 % Concentrate 218.00 Litre

Total 218.00 Litre

11 Diluting chemical emulsion (chlorpyrifos/ Lindane) in water as per manufacturers recommendation and injecting for pre- constructional curative cum preventive anti-termite treatment:(Five year service gurantee bond to be signed by contractor)

Surface treatment by spreading emulsion under floor, over the plinth area before laying base concrete @ 5 litres / sqm.

Total 218.00 Sqm

Treatment of inside of plinth masonry wall on using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall below plinth protection at the intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

Total 56.20 Metre

Treatment of outer side of plinth masonry wall using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall at the junction of floor at the intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

Total 28.10 Metre

12 Carriage by mechanical transport for 5 km lead:

75 % Quantity of excavated earth 393.38 Cum

Total 393.38 Cum

13 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

For Septic Tank 1x2 2 5.50 0.30 2.75 9.07

Total 24.18 Cum

14 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including formwork.

15 Applying a coat of hot bitumen 30/40 using @ 1.7kg/ sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

Along X axis 1x2 2 4.10 0.20 1.64

Along Y axis 1x3 3 2.45 0.20 1.47

Total 25.86 Sqm

16 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Ent. Vernadah Opening 1x1 1 4.10 0.20 2.40 -1.97

Side Verandah Opening 2x2 2 1.80 0.20 2.40 -1.73

Total 64.34 Cum

17 Half brick thick brick masonry with fly-ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 upto plinth level

Cement Mortar 1:4 (1 cement : 4 coarse sand)

Extra for brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level

Toilet Block 1x1 1 1.70 3.28 5.58

For Chhajjas over Windows

Total 15.23 Sqm

18 Extra for providing and placing in position hopping 25x1.60 mm or 2 nos. 6 mm dia MS bars reinforcement at every third course of half brick masonry.

Ground Floor 15.23

Total 15.23 Sqm

19 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of form work.

1:2:4 (1cement :2 coursed sand : 4 graded stone aggregate 20mm nominal size )

20 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.

Single rebate/ mullion 100mmx50mm size, 1.25mm thick sheet

Total 66.95 Meter

21 Providing and fixing flush door shutters decorative type, core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges.

* 35 mm. thick (single leaf)

Total 25.94 Sqm

22 Providing and fixing S.S. finished brass sliding door bolt with necessary bolts, nuts and S.S. finished MS screws complete:

Total 13.00 Nos

23 Providing and fixing S.S. finished brass door latch with necessary S.S. finished MS screws complete:

Total 13.00 Nos

24 Providing and fixing S.S. finished brass handle with necessary S.S. finished MS screws complete:

Total 26.00 Nos

25 Providing and fixing 150mm S.S. finished brass floor door stoppers with rubber cushion with necessary S.S. finished MS screws to suit thickness of shutters.

Total 10.00 Nos

26 Providing and fixing S.S. finished brass tower bolts (Barrel type) with necessary S.S. finished MS screws complete:

Total 10.00 Nos

27 Providing and fixing of bright finished brass mortise latch and lock 100x65mm with six levers and a pair of lever handles with brass polished MS screws etc. complete.

28 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing and panelling to be paid for separately

For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).

Total 22.14 Sqm

Total 332.10 Kg

Extra for polyester powder coated (minimum 50 micron) aluminium sections instead of anodized. Total 332.10 Kg

29 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):

With float glass panes of 4 mm thickness

Total 22.14 Sqm

30 Providing and fixing stainless wire gauge of average width of aperture 1.56mm with wire of 0.35mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete.

Total 22.14 Sqm

31 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat of red oxide zinc chromate primer..

Total 22.14 Sqm

Total 442.80 Kg

32 Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

Total 9.00 Nos.

33 6mm thick cement plaster of mix:

In Cement mortar 1:3 (1 cement : 3 fine sand)

Ent. Verandah & Lobby 1x1 1 4.30 2.45 10.54

Drawing, Dining & Living Room 1x1 1 3.20 3.75 12.00

Office Room 1x1 1 2.70 3.10 8.37

Side Verandah 1x2 2 2.00 3.75 15.00

Chhajjas 1x1 1 11.80 0.60 7.08

Total 204.40 Sqm

34 12mm thick cement plaster of mix:

In Cement Mortar 1:5 (1 cement : 5 fine sand)

Ent Verandah 1x2 2 4.30 3.48 29.93

Drawing, Dining & Living Hall 1x2 2 10.20 3.48 70.99

Side Verandah 2x2 4 2.00 3.48 27.84

Total 694.82 Sqm

35 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) and finished with top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand)

Front Side 1x1 1 12.60 5.10 64.26

Right Side 1x1 1 16.10 5.10 82.11

Parapet at First Floor Slab 1x2 2 12.60 1.10 27.72

Total 355.88 Sqm.

36 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete

Size upto 200x300 mm

Kitchen Dado 1x1 1 2.85 0.60 1.71

Total 55.32 Sqm.

37 Providing and laying rectified ceramic glazed floor tiles 300x300mm conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.

In colours such as White, Ivory, Grey, Fume Red Brown,

Total 14.53 Sqm.

38 Providing and laying vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete:

Ent. Verandah & Lobby 1x1 1 4.30 2.45 10.54

Skirting 1x1 1 4.30 0.15 0.65

Deduction 1x1 1 1.10 0.15 -0.17

Drawing, Dining & Living Room 1x1 1 3.20 3.75 12.00

Skirting 1x2 2 10.20 0.15 3.06

Deduction 1x1 1 1.10 0.15 -0.17

Door Sill 1x1 1 1.10 0.20 0.22

Skirting 1x2 2 3.60 0.15 1.08

Deduction 1x1 1 1.00 0.15 -0.15

Door Sill 1x1 1 1.00 0.20 0.20

Skirting 1x2 2 3.60 0.15 1.08

Deduction 1x1 1 1.00 0.15 -0.15

Door Sill 1x1 1 1.00 0.20 0.20

Skirting 1x2 2 4.00 0.15 1.20

Deduction 1x1 1 1.00 0.15 -0.15

Door Sill 1x1 1 1.00 0.20 0.20

Office Room 1x1 1 2.70 3.10 8.37

Skirting 1x2 2 2.70 0.15 0.81

Deduction 1x2 2 1.00 0.15 -0.30

Door Sill 1x2 2 1.00 0.20 0.40

Skirting 1x2 2 3.00 0.15 0.90

Deduction 1x3 3 1.00 0.15 -0.45

Door Sill 1x3 3 1.00 0.20 0.60

Skirting 1x2 2 1.80 0.15 0.54

Deduction 1x1 1 1.00 0.15 -0.15

Door Sill 1x1 1 1.00 0.20 0.20

Side Verandah 1x2 2 2.00 3.75 15.00

Skirting 1x2 2 2.00 0.15 0.60

Deduction 1x1 1 1.00 0.15 -0.15

Door Sill 1x1 1 1.00 0.20 0.20

Total 168.20 Sqm.

39 15 mm thick Table rubbed plished Granite stone slab in risers and treads of steps skirting dado and pillars laid on 12 mm (Average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc.complete (single stone is to be used for risers and treads of steps and width of stone for skirting and dodo shall be equal to the height of skirting & dado and length of 1.0 m.

Granite stone black

40 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement..

Total 21.78 Sqm.

41 15mm thick Granite work (machine cut, table rubbed & mirror polished) for kitchen platform, vanity counters, window sills and similar locations of required size laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) including joints treated with white cement mixed with matching pigment including rubbing and polishing to edge moulding to give high gloss finish.

Granite stone lakha red/ shahi red

For Kitchen Platform 1x2 2 2.70 0.60 3.24

Total 3.24 Sqm.

42 Extra for fixing marble /granite stone in facia and drops of width upto 150 mm with epoxy resin based adhesive instead of cement mortar including cleaning etc. complete.

For Kitchen Platform 1x2 2 2.70 5.40

Total 6.60 Metre

43 Grading roof for water proofing treatment with

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Total 16.35 Cum

44 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

Quantity same as 6 mm thick cement plaster 204.40

Quantity same as 12 mm thick cement plaster 694.82

Quantity same as 18 mm thick cement plaster 355.88

Total 1255.10 Sqm.

45 Providing and applying 2 mm thick ready mix exterior grade approved make putty ( like Birla wall care, Alltek Superfine W/R of (NCL). Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.

Quantity same as 6 mm thick cement plaster 204.40

Quantity same as 12 mm thick cement plaster 694.82

Quantity same as 18 mm thick cement plaster 355.88

Total 1255.10 Sqm.

46 Painting on new work (two or more coats) to give an even shade with:

Satin synthetic enamel paint (top most approved branded quality)

Total 22.14 Sqm.

47 Wall painting with acrylic premium emulsion (plastic) paint (2nd top most approved branded quality) to give an even shade.

On new work (Two or more coats)

Quantity same as 6 mm thick cement plaster 204.40

Quantity same as 12 mm thick cement plaster 694.82

Total 899.22 Sqm.

48 Painting exterior surface with PREMIUM ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:

On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Quantity same as 18 mm thick cement plaster 355.88

Total 355.88 Sqm.

49 Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth.

Total 35.28 Sqm.

50 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm

Pigment coloured (rubber mould) precast interlock concrete block

Total 186.85 Sqm.

DASHORE & ASSOCIATES

ENGINEERS, ARCHITECTS, VALUERS

M-2, RATAN PALACE, KATORA TALAB,

E MAIL - [email protected]

DETAILED ESTIMATE OF CONSTRUCTION OF PROPOSED GUARD ROOM FOR DEAN QUARTER BUILDING FOR COLLEGE OF VETERINARY SCIENCE & ANIMAL HASBANDRY, BILASPUR. (CHHATTISGARH)

BASED ON C.G. P.W.D. S.O.R.- SCHEDULE OF RATES FOR BUILDING WORKS FOR PUBLIC WORKS DEPARTMENT IN FORCE FROM 01-01-2015

S. No. S.O.R. No. PARTICULARS UNIT QTY

1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soil

1.6.1 Extra for every additional lift of 1.5 m or part thereof.

In all types of soil

3 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

4 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3.4 Extra for laying PCC/RCC of any grade in super structure above plinth level for every floor or part thereof in addition to rate for foundation and plinth.

For Ground Floor Cum 4.72

5 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size.

* 2.1.6 Columns, Pillars, Piers and likes- rectangular or square in shape

* 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

* 2.1.8 Beams, lintels, cantilevers & walls

* 2.1.14 Weather shade, chhajja, Cornices and Mouldings

* 2.1.4 Edge of slab, breaks in floor and walls upto 200mm.

6 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

3.12.1 Thermo-Mechanically treated bars FE415

7 3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer.

8 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

9 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

10 1.22 Supplying chlorpyriphos/ Lindane emulsifiable concentrate of 20% in sealed containers including delivery as specified.

11 1.25 Diluting chemical emulsion (chlorpyrifos/ Lindane) in water as per manufacturers recommendation and injecting for pre- constructional curative cum preventive anti-termite treatment:(Five year service gurantee bond to be signed by contractor)

1.25.1 Surface treatment by spreading emulsion under floor, over the plinth area before laying base concrete @ 5 litres / sqm.

1.25.2 Treatment of inside of plinth masonry wall on using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall below plinth protection at the intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

1.25.3 Treatment of outer side of plinth masonry wall using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall at the junction of floor at the intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

12 1.26 Carriage by mechanical transport for 5 km lead:

13 7.5 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

7.5.4 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

14 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including formwork.

15 3.15 Applying a coat of hot bitumen 30/40 using @ 1.7kg/ sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

16 7.2 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Ground Floor Cum 8.91

17 7.11 Half brick thick brick masonry with fly-ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 upto plinth level

7.11.2 Cement Mortar 1:4 (1 cement : 4 coarse sand)

7.12 Extra for brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level

Ground Floor Sqm 11.54

18 3.10 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of form work.

3.1.4 1:2:4 (1cement :2 coursed sand : 4 graded stone aggregate 20mm nominal size )

19 9.18 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.

9.18.3 Single rebate/ mullion 100mmx50mm size, 1.25mm thick sheet

20 8.12 Providing and fixing flush door shutters, conforming to IS 2202 (Part 1), decorative type, core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges.

8.12.2 35 mm. thick (single leaf)

21 8.79 Providing and fixing S.S. finished brass sliding door bolt with necessary bolts, nuts and S.S. finished MS screws complete:

22 8.80 Providing and fixing S.S. finished brass door latch with necessary S.S. finished MS screws complete:

23 8.84 Providing and fixing S.S. finished brass handle with necessary S.S. finished MS screws complete:

24 8.90 Providing and fixing 150mm S.S. finished brass floor door stoppers with rubber cushion with necessary S.S. finished MS screws to suit thickness of shutters.

25 8.81 Providing and fixing S.S. finished brass tower bolts (Barrel type) with necessary S.S. finished MS screws complete:

26 9.47 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing and panelling to be paid for separately

9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).

9.49 Extra for polyester powder coated (minimum 50 micron) aluminium sections instead of anodized.

27 9.51 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):

9.51.1 With float glass panes of 4 mm thickness

28 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat of red oxide zinc chromate primer..

29 9.37 Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

30 11.1 6mm thick cement plaster of mix:

11.1.1 In Cement mortar 1:3 (1 cement : 3 fine sand)

31 11.2 12mm thick cement plaster of mix:

11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

32 11.7 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) and finished with top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand)

33 12.7 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete

12.7.1 Size upto 200x300 mm

34 12.1 Providing and laying rectified ceramic glazed floor tiles 300x300mm conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.

12.10.1 Size 300x300 mm

35 12.49 25 mm thick KOTA stone slab flooring over 20mm (average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sq.m and upto 0.50 sq.m)

36 12.50 KOTA stone slab 25mm thick in risers and treads of steps, skirting dado and pillar laid in 12mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (single stone is to be used for riser and treads of steps and the width of stone for skirting and dado shall be equal to the height of skirting/ dado with a minimum length of 1.0 M.)

37 4.13 Grading roof for water proofing treatment with

4.13.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

38 14.13 Providing and applying 2 mm thick ready mix exterior grade approved make putty ( like Birla wall care, Alltek Superfine W/R of (NCL). Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.

39 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.1 Satin synthetic enamel paint

40 14.1 Wall painting with acrylic premium emulsion (plastic) paint (2nd top most approved branded quality) to give an even shade.

14.10.1 On new work (Two or more coats)

41 14.16 Painting exterior surface with PREMIUM ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:

14.16.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Add for Electrification work

Add for Water Supply & Sanitary work

Sub Engineer Asstt. Engineer Executive Engineer

DETAILED ESTIMATE OF CONSTRUCTION OF PROPOSED GUARD ROOM FOR DEAN QUARTER BUILDING FOR COLLEGE OF VETERINARY SCIENCE & ANIMAL HASBANDRY, BILASPUR. (CHHATTISGARH)

BASED ON C.G. P.W.D. S.O.R.- SCHEDULE OF RATES FOR BUILDING WORKS FOR PUBLIC WORKS DEPARTMENT IN FORCE FROM 01-01-2015

S. No. S.O.R. No. PARTICULARS UNIT QTY RATE AMOUNT

1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soil

1.6.1 Extra for every additional lift of 1.5 m or part thereof.

In all types of soil

3 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

4 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3.4 Extra for laying PCC/RCC of any grade in super structure above plinth level for every floor or part thereof in addition to rate for foundation and plinth.

For Ground Floor Cum 4.72 97.50 460.20

5 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size.

* 2.1.6 Columns, Pillars, Piers and likes- rectangular or square in shape

* 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

* 2.1.8 Beams, lintels, cantilevers & walls

* 2.1.14 Weather shade, chhajja, Cornices and Mouldings

* 2.1.4 Edge of slab, breaks in floor and walls upto 200mm.

6 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

3.12.1 Thermo-Mechanically treated bars FE415

7 3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer.

8 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

9 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

10 1.22 Supplying chlorpyriphos/ Lindane emulsifiable concentrate of 20% in sealed containers including delivery as specified.

11 1.25 Diluting chemical emulsion (chlorpyrifos/ Lindane) in water as per manufacturers recommendation and injecting for pre- constructional curative cum preventive anti-termite treatment:(Five year service gurantee bond to be signed by contractor)

1.25.1 Surface treatment by spreading emulsion under floor, over the plinth area before laying base concrete @ 5 litres / sqm.

1.25.2 Treatment of inside of plinth masonry wall on using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall below plinth protection at the intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

1.25.3 Treatment of outer side of plinth masonry wall using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall at the junction of floor at the intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

12 1.26 Carriage by mechanical transport for 5 km lead:

13 7.5 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

7.5.4 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

14 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including formwork.

15 3.15 Applying a coat of hot bitumen 30/40 using @ 1.7kg/ sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

16 7.2 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Ground Floor Cum 8.91 3384.00 30144.67

17 7.11 Half brick thick brick masonry with fly-ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 upto plinth level

7.11.2 Cement Mortar 1:4 (1 cement : 4 coarse sand)

7.12 Extra for brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level

Ground Floor Sqm 11.54 393.00 4535.61

18 3.10 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of form work.

3.1.4 1:2:4 (1cement :2 coursed sand : 4 graded stone aggregate 20mm nominal size )

19 9.18 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.

9.18.3 Single rebate/ mullion 100mmx50mm size, 1.25mm thick sheet

20 8.12 Providing and fixing flush door shutters, conforming to IS 2202 (Part 1), decorative type, core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges.

8.12.2 35 mm. thick (single leaf)

21 8.79 Providing and fixing S.S. finished brass sliding door bolt with necessary bolts, nuts and S.S. finished MS screws complete:

22 8.80 Providing and fixing S.S. finished brass door latch with necessary S.S. finished MS screws complete:

23 8.84 Providing and fixing S.S. finished brass handle with necessary S.S. finished MS screws complete:

24 8.90 Providing and fixing 150mm S.S. finished brass floor door stoppers with rubber cushion with necessary S.S. finished MS screws to suit thickness of shutters.

25 8.81 Providing and fixing S.S. finished brass tower bolts (Barrel type) with necessary S.S. finished MS screws complete:

26 9.47 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing and panelling to be paid for separately

9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).

9.49 Extra for polyester powder coated (minimum 50 micron) aluminium sections instead of anodized.

27 9.51 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):

9.51.1 With float glass panes of 4 mm thickness

28 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat of red oxide zinc chromate primer..

29 9.37 Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

30 11.1 6mm thick cement plaster of mix:

11.1.1 In Cement mortar 1:3 (1 cement : 3 fine sand)

31 11.2 12mm thick cement plaster of mix:

11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

32 11.7 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) and finished with top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand)

33 12.7 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete

12.7.1 Size upto 200x300 mm

34 12.1 Providing and laying rectified ceramic glazed floor tiles 300x300mm conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.

12.10.1 Size 300x300 mm

35 12.49 25 mm thick KOTA stone slab flooring over 20mm (average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sq.m and upto 0.50 sq.m)

36 12.50 KOTA stone slab 25mm thick in risers and treads of steps, skirting dado and pillar laid in 12mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (single stone is to be used for riser and treads of steps and the width of stone for skirting and dado shall be equal to the height of skirting/ dado with a minimum length of 1.0 M.)

37 4.13 Grading roof for water proofing treatment with

4.13.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

38 14.13 Providing and applying 2 mm thick ready mix exterior grade approved make putty ( like Birla wall care, Alltek Superfine W/R of (NCL). Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.

39 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.1 Satin synthetic enamel paint

40 14.1 Wall painting with acrylic premium emulsion (plastic) paint (2nd top most approved branded quality) to give an even shade.

14.10.1 On new work (Two or more coats)

41 14.16 Painting exterior surface with PREMIUM ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:

14.16.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Total 275779.86

Add 9% for Electrification work 24820.19

Add 6% for Water Supply & Sanitary work 16546.79

Total 317146.84

Add 1 % for Contingencies 3171.47

Add 2.50 % for Consultant/Architect fee 7928.67

Total 328246.98

SAY Rs 329000.00

( RUPEES THREE LACS TWENTY NINE THOUSANDS ONLY )

DASHORE & ASSOCIATES

ENGINEERS, ARCHITECTS, VALUERS

M-2, RATAN PALACE, KATORA TALAB,

E MAIL - [email protected]

Sub Engineer Asstt. Engineer Executive Engineer

DETAILS OF MEASUREMENTS

S.No Particulars Detail No L B D/H Qty Unit

1 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

Total 80.00 Sqm

2 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

In all types of soil

For Guard Room Column 1x4 4 1.40 1.70 2.50 23.80

Total 23.80 Cum

Extra for every additional lift of 1.5 m or part thereof.

In all types of soil

For Guard Room Column 1x4 4 1.40 1.70 1.00 9.52

3 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

For Guard Room Column 1x4 4 1.40 1.70 0.10 0.10

For Under floor

4 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Columns up to G.L.

Columns from G.L. to P.L.

Plinth beams for guard room

Sub Total (A) 4.59 Cum

Room Columns above P.L. upto Ground Floor Slab

Lintel beams for guard room

Chhajja for guard room

Ground floor Slab beams

Ground Floor Slab

Sub Total (B) 4.72 Cum

5 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

* Foundations, footings, base of columns and plinth beam in any shape and size.

Columns up to G.L.

Columns from G.L. to P.L.

Plinth beams for guard room

Total 34.88 Sqm

* Columns, Pillars, Piers and likes- rectangular or square in shape

Room Columns above P.L. upto Ground Floor Slab

Total 15.84 Sqm

* Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

Ground Floor Slab

Guard Room 1x1 1 4.50 3.00 13.50

Total 13.50 Sqm

* Beams, lintels, cantilevers & walls

Lintel beams for guard room

Slab Beam of Guard Room 1x2 2 4.10 0.76 6.23

Total 22.71 Sqm

* Weather shades, chhajja, Cornices and mouldings

* Edge of slab, breaks in floor and walls upto 200mm.

6 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

Thermo-Mechanically treated bars FE415

Total R.C.C.Work 9.31 Cum

Hence Qty A @ 90 Kg / cum 9.31 90 Total 837.90 Kg

7 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer.

For Terrace 1x1 1 2.76 9.50 Kg/Cum 26.22 Kg

8 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

Total Qty. of Excavated earth 23.80 Cum

Only 25 % of Excavated earth for filling purpose 5.95 Cum

9 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

(A)Back Filling

Total quantity of excavation 23.80 Cum

R.C.C.up to G.L. 4.59

25 % of qty. of earth filling 5.95

SubTotal (A) 11.87 Cum

SubTotal (B) 5.81 Cum

Total quantity of filling Total 17.67 Cum

10 Supplying chlorpyriphos/ Lindane emulsifiable concentrate of 20% in sealed containers including delivery as specified.

builtup area x 5ltrs./sqm 1x1 1 14.70 5.00 73.50 Litre

Total 73.50 Litre

20 % Concentrate 14.70 Litre

Total 14.70 Litre

11 Diluting chemical emulsion (chlorpyrifos/ Lindane) in water as per manufacturers recommendation and injecting for pre- constructional curative cum preventive anti-termite treatment:(Five year service gurantee bond to be signed by contractor)

Surface treatment by spreading emulsion under floor, over the plinth area before laying base concrete @ 5 litres / sqm.

Total 14.70 Sqm

Treatment of inside of plinth masonry wall on using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall below plinth protection at the intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

Total 16.60 Metre

Treatment of outer side of plinth masonry wall using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall at the junction of floor at the intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

Total 16.60 Metre

12 Carriage by mechanical transport for 5 km lead:

75 % Quantity of excavated earth 24.99 Cum

Total 24.99 Cum

13 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

14 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including formwork.

15 Applying a coat of hot bitumen 30/40 using @ 1.7kg/ sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

16 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

17 Half brick thick brick masonry with fly-ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 upto plinth level

Cement Mortar 1:4 (1 cement : 4 coarse sand)

Extra for brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level

Over Slab 1x2 2 4.90 0.30 2.94

Total 11.54 Sqm

18 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of form work.

1:2:4 (1cement :2 coursed sand : 4 graded stone aggregate 20mm nominal size )

19 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.

Single rebate/ mullion 100mmx50mm size, 1.25mm thick sheet

Total 10.15 Meter

20 Providing and fixing flush door shutters decorative type, core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges.

* 35 mm. thick (single leaf)

21 Providing and fixing S.S. finished brass sliding door bolt with necessary bolts, nuts and S.S. finished MS screws complete:

22 Providing and fixing S.S. finished brass door latch with necessary S.S. finished MS screws complete:

23 Providing and fixing S.S. finished brass handle with necessary S.S. finished MS screws complete:

24 Providing and fixing 150mm S.S. finished brass floor door stoppers with rubber cushion with necessary S.S. finished MS screws to suit thickness of shutters.

25 Providing and fixing S.S. finished brass tower bolts (Barrel type) with necessary S.S. finished MS screws complete:

26 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing and panelling to be paid for separately

For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).

Extra for polyester powder coated (minimum 50 micron) aluminium sections instead of anodized. Total 48.60 Kg

27 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):

With float glass panes of 4 mm thickness

28 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat of red oxide zinc chromate primer..

29 Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

Total 2.00 Nos.

30 6mm thick cement plaster of mix:

In Cement mortar 1:3 (1 cement : 3 fine sand)

Total 15.44 Sqm

31 12mm thick cement plaster of mix:

In Cement Mortar 1:5 (1 cement : 5 fine sand)

Verandah 1x2 2 0.80 3.18 5.09

Total 78.31 Sqm

32 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) and finished with top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand)

Outer Side Of Guard Room

Front side 1x1 1 4.90 4.05 19.85

Right side 1x1 1 3.40 4.05 13.77

Parapet inner side 1x2 2 4.90 0.40 3.92

Total 73.71 Sqm.

33 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete

Size upto 200x300 mm

Total 11.36 Sqm.

34 Providing and laying rectified ceramic glazed floor tiles 300x300mm conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.

In colours such as White, Ivory, Grey, Fume Red Brown,

Total 2.28 Sqm.

35 25 mm thick KOTA stone slab flooring over 20mm (average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sq.m and upto 0.50 sq.m)

Total 11.88 Sqm.

36 KOTA stone slab 25mm thick in risers and treads of steps, skirting dado and pillar laid in 12mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (single stone is to be used for riser and treads of steps and the width of stone for skirting and dado shall be equal to the height of skirting/ dado with a minimum length of 1.0 M.)

Skirting of Verandah 1x2 2 1.00 0.15 0.30

Skirting of Room 1x2 2 3.50 0.15 1.05

Deductions 1x1 1 1.00 0.15 -0.15

Total 3.91 Sqm.

37 Grading roof for water proofing treatment with

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

38 Providing and applying 2 mm thick ready mix exterior grade approved make putty ( like Birla wall care, Alltek Superfine W/R of (NCL). Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.

Quantity same as 6 mm thick cement plaster 15.44

Quantity same as 12 mm thick cement plaster 78.31

Total 93.75 Sqm.

39 Painting on new work (two or more coats) to give an even shade with:

Satin synthetic enamel paint (top most approved branded quality)

Total 3.24 Sqm.

40 Wall painting with acrylic premium emulsion (plastic) paint (2nd top most approved branded quality) to give an even shade.

On new work (Two or more coats)

Quantity same as 6 mm thick cement plaster 15.44

Quantity same as 12 mm thick cement plaster 78.31

Total 93.75 Sqm.

41 Painting exterior surface with PREMIUM ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:

On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Quantity same as 18 mm thick cement plaster 73.71

Total 73.71 Sqm.

DASHORE & ASSOCIATES

ENGINEERS, ARCHITECTS, VALUERS

M-2, RATAN PALACE, KATORA TALAB,

E MAIL - [email protected]

DETAILED ESTIMATE OF CONSTRUCTION OF PROPOSED GARAGE AND SERVENT QUARTER FOR DEAN QUARTER FOR COLLEGE OF VETERINARY SCIENCE & ANIMAL HASBANDRY, BILASPUR. (CHHATTISGARH)

BASED ON C.G. P.W.D. S.O.R.- SCHEDULE OF RATES FOR BUILDING WORKS FOR PUBLIC WORKS DEPARTMENT IN FORCE FROM 01-01-2015

S. No. S.O.R. No. PARTICULARS UNIT QTY

1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soil

1.6.1 Extra for every additional lift of 1.5 m or part thereof.

In all types of soil

3 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

4 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3.4 Extra for laying PCC/RCC of any grade in super structure above plinth level for every floor or part thereof in addition to rate for foundation and plinth.

For Ground Floor Cum 9.80

5 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size.

* 2.1.6 Columns, Pillars, Piers and likes- rectangular or square in shape

* 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

* 2.1.8 Beams, lintels, cantilevers & walls

* 2.1.14 Weather shade, chhajja, Cornices and Mouldings

* 2.1.4 Edge of slab, breaks in floor and walls upto 200mm.

6 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

3.12.1 Thermo-Mechanically treated bars FE415

7 3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer.

8 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

9 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

10 1.22 Supplying chlorpyriphos/ Lindane emulsifiable concentrate of 20% in sealed containers including delivery as specified.

11 1.25 Diluting chemical emulsion (chlorpyrifos/ Lindane) in water as per manufacturers recommendation and injecting for pre- constructional curative cum preventive anti-termite treatment:(Five year service gurantee bond to be signed by contractor)

1.25.1 Surface treatment by spreading emulsion under floor, over the plinth area before laying base concrete @ 5 litres / sqm.

1.25.2 Treatment of inside of plinth masonry wall on using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall below plinth protection at the intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

1.25.3 Treatment of outer side of plinth masonry wall using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall at the junction of floor at the intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

12 1.26 Carriage by mechanical transport for 5 km lead:

13 7.5 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

7.5.4 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

14 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including formwork.

15 3.15 Applying a coat of hot bitumen 30/40 using @ 1.7kg/ sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

16 7.2 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Ground Floor Cum 18.23

18 3.10 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of form work.

3.1.4 1:2:4 (1cement :2 coursed sand : 4 graded stone aggregate 20mm nominal size )

19 9.18 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.

9.18.3 Single rebate/ mullion 100mmx50mm size, 1.25mm thick sheet

20 8.12 Providing and fixing flush door shutters, conforming to IS 2202 (Part 1), decorative type, core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges.

8.12.2 35 mm. thick (single leaf)

21 8.79 Providing and fixing S.S. finished brass sliding door bolt with necessary bolts, nuts and S.S. finished MS screws complete:

22 8.80 Providing and fixing S.S. finished brass door latch with necessary S.S. finished MS screws complete:

23 8.84 Providing and fixing S.S. finished brass handle with necessary S.S. finished MS screws complete:

24 8.90 Providing and fixing 150mm S.S. finished brass floor door stoppers with rubber cushion with necessary S.S. finished MS screws to suit thickness of shutters.

25 8.81 Providing and fixing S.S. finished brass tower bolts (Barrel type) with necessary S.S. finished MS screws complete:

26 9.47 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing and panelling to be paid for separately

9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).

9.49 Extra for polyester powder coated (minimum 50 micron) aluminium sections instead of anodized.

27 9.51 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):

9.51.1 With float glass panes of 4 mm thickness

28 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat of red oxide zinc chromate primer..

28 9.27 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.

9.27.2 80x1.20 mm M.S. laths

29 9.28 Providing and fixing 27.5 cm long wire spring for rolling shutters

30 9.29 Providing and fixing M.S. sheet top cover for rolling shutters

9.29.2 1.20 mm thick

31 10.7 Providing and fixing ball bearing for rolling shutters.

32 9.37 Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

33 11.1 6mm thick cement plaster of mix:

11.1.1 In Cement mortar 1:3 (1 cement : 3 fine sand)

34 11.2 12mm thick cement plaster of mix:

11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

35 11.7 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) and finished with top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand)

36 12.7 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete

12.7.1 Size upto 200x300 mm

37 12.1 Providing and laying rectified ceramic glazed floor tiles 300x300mm conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.

12.10.1 Size 300x300 mm

38 12.49 25 mm thick KOTA stone slab flooring over 20mm (average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sq.m and upto 0.50 sq.m)

39 12.50 KOTA stone slab 25mm thick in risers and treads of steps, skirting dado and pillar laid in 12mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (single stone is to be used for riser and treads of steps and the width of stone for skirting and dado shall be equal to the height of skirting/ dado with a minimum length of 1.0 M.)

40 4.13 Grading roof for water proofing treatment with

4.13.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

41 14.13 Providing and applying 2 mm thick ready mix exterior grade approved make putty ( like Birla wall care, Alltek Superfine W/R of (NCL). Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.

42 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.1 Satin synthetic enamel paint

43 14.1 Wall painting with acrylic premium emulsion (plastic) paint (2nd top most approved branded quality) to give an even shade.

14.10.1 On new work (Two or more coats)

44 14.16 Painting exterior surface with PREMIUM ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:

14.16.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Add for Electrification work

Add for Water Supply & Sanitary work

Sub Engineer Asstt. Engineer Executive Engineer

DETAILED ESTIMATE OF CONSTRUCTION OF PROPOSED GARAGE AND SERVENT QUARTER FOR DEAN QUARTER FOR COLLEGE OF VETERINARY SCIENCE & ANIMAL HASBANDRY, BILASPUR. (CHHATTISGARH)

BASED ON C.G. P.W.D. S.O.R.- SCHEDULE OF RATES FOR BUILDING WORKS FOR PUBLIC WORKS DEPARTMENT IN FORCE FROM 01-01-2015

S. No. S.O.R. No. PARTICULARS UNIT QTY RATE AMOUNT

1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soil

1.6.1 Extra for every additional lift of 1.5 m or part thereof.

In all types of soil

3 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

4 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3.4 Extra for laying PCC/RCC of any grade in super structure above plinth level for every floor or part thereof in addition to rate for foundation and plinth.

For Ground Floor Cum 9.80 97.50 955.05

5 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size.

* 2.1.6 Columns, Pillars, Piers and likes- rectangular or square in shape

* 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

* 2.1.8 Beams, lintels, cantilevers & walls

* 2.1.14 Weather shade, chhajja, Cornices and Mouldings

* 2.1.4 Edge of slab, breaks in floor and walls upto 200mm.

6 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

3.12.1 Thermo-Mechanically treated bars FE415

7 3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer.

8 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

9 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

10 1.22 Supplying chlorpyriphos/ Lindane emulsifiable concentrate of 20% in sealed containers including delivery as specified.

11 1.25 Diluting chemical emulsion (chlorpyrifos/ Lindane) in water as per manufacturers recommendation and injecting for pre- constructional curative cum preventive anti-termite treatment:(Five year service gurantee bond to be signed by contractor)

1.25.1 Surface treatment by spreading emulsion under floor, over the plinth area before laying base concrete @ 5 litres / sqm.

1.25.2 Treatment of inside of plinth masonry wall on using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall below plinth protection at the intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

1.25.3 Treatment of outer side of plinth masonry wall using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall at the junction of floor at the intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

12 1.26 Carriage by mechanical transport for 5 km lead:

13 7.5 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

7.5.4 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

14 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including formwork.

15 3.15 Applying a coat of hot bitumen 30/40 using @ 1.7kg/ sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

16 7.2 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Ground Floor Cum 18.23 3384.00 61686.94

18 3.10 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of form work.

3.1.4 1:2:4 (1cement :2 coursed sand : 4 graded stone aggregate 20mm nominal size )

19 9.18 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.

9.18.3 Single rebate/ mullion 100mmx50mm size, 1.25mm thick sheet

20 8.12 Providing and fixing flush door shutters, conforming to IS 2202 (Part 1), decorative type, core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges.

8.12.2 35 mm. thick (single leaf)

21 8.79 Providing and fixing S.S. finished brass sliding door bolt with necessary bolts, nuts and S.S. finished MS screws complete:

22 8.80 Providing and fixing S.S. finished brass door latch with necessary S.S. finished MS screws complete:

23 8.84 Providing and fixing S.S. finished brass handle with necessary S.S. finished MS screws complete:

24 8.90 Providing and fixing 150mm S.S. finished brass floor door stoppers with rubber cushion with necessary S.S. finished MS screws to suit thickness of shutters.

25 8.81 Providing and fixing S.S. finished brass tower bolts (Barrel type) with necessary S.S. finished MS screws complete:

26 9.47 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing and panelling to be paid for separately

9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).

9.49 Extra for polyester powder coated (minimum 50 micron) aluminium sections instead of anodized.

27 9.51 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):

9.51.1 With float glass panes of 4 mm thickness

28 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat of red oxide zinc chromate primer..

28 9.27 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.

9.27.2 80x1.20 mm M.S. laths

29 9.28 Providing and fixing 27.5 cm long wire spring for rolling shutters

30 9.29 Providing and fixing M.S. sheet top cover for rolling shutters

9.29.2 1.20 mm thick

31 10.7 Providing and fixing ball bearing for rolling shutters.

32 9.37 Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

33 11.1 6mm thick cement plaster of mix:

11.1.1 In Cement mortar 1:3 (1 cement : 3 fine sand)

34 11.2 12mm thick cement plaster of mix:

11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

35 11.7 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) and finished with top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand)

36 12.7 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete

12.7.1 Size upto 200x300 mm

37 12.1 Providing and laying rectified ceramic glazed floor tiles 300x300mm conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.

12.10.1 Size 300x300 mm

38 12.49 25 mm thick KOTA stone slab flooring over 20mm (average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sq.m and upto 0.50 sq.m)

39 12.50 KOTA stone slab 25mm thick in risers and treads of steps, skirting dado and pillar laid in 12mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (single stone is to be used for riser and treads of steps and the width of stone for skirting and dado shall be equal to the height of skirting/ dado with a minimum length of 1.0 M.)

40 4.13 Grading roof for water proofing treatment with

4.13.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

41 14.13 Providing and applying 2 mm thick ready mix exterior grade approved make putty ( like Birla wall care, Alltek Superfine W/R of (NCL). Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.

42 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.1 Satin synthetic enamel paint

43 14.1 Wall painting with acrylic premium emulsion (plastic) paint (2nd top most approved branded quality) to give an even shade.

14.10.1 On new work (Two or more coats)

44 14.16 Painting exterior surface with PREMIUM ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:

14.16.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Total 537393.92

Add 9% for Electrification work 48365.45

Add 6% for Water Supply & Sanitary work 32243.64

Total 618003.00

Add 1 % for Contingencies 6180.03

Add 2.50 % for Consultant/Architect fee 15450.08

Total 639633.11

SAY Rs 640000.00

( RUPEES SIX LACS FORTY THOUSANDS ONLY )

DASHORE & ASSOCIATES

ENGINEERS, ARCHITECTS, VALUERS

M-2, RATAN PALACE, KATORA TALAB,

E MAIL - [email protected]

Sub Engineer Asstt. Engineer Executive Engineer

DETAILS OF MEASUREMENTS

S.No Particulars Detail No L B D/H Qty Unit

1 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

Total 150.00 Sqm

2 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

In all types of soil

Total 68.60 Cum

Extra for every additional lift of 1.5 m or part thereof.

In all types of soil

Total 27.44 Cum

3 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

For Under floor

4 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Columns up to G.L.

Columns from G.L. to P.L.

Sub Total (A) 9.81 Cum

Columns above P.L. upto Ground Floor Slab

Ground floor Slab beams

Ground Floor Slab

Kitchen Platform 1x1 1 2.60 0.80 0.10 0.21

Sub Total (B) 9.80 Cum

Total 19.61 Cum

5 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

* Foundations, footings, base of columns and plinth beam in any shape and size.

Columns up to G.L.

Columns from G.L. to P.L.

Plinth beams for guard room

Total 72.06 Sqm

* Columns, Pillars, Piers and likes- rectangular or square in shape

Room Columns above P.L. upto Ground Floor Slab

Total 36.96 Sqm

* Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

Ground Floor Slab

Kitchen Platform 1x1 1 2.60 0.80 2.08

Total 34.20 Sqm

* Beams, lintels, cantilevers & walls

Slab Beam 1x2 2 3.00 0.56 3.36

Total 24.72 Sqm

* Weather shades, chhajja, Cornices and mouldings

* Edge of slab, breaks in floor and walls upto 200mm.

6 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

Thermo-Mechanically treated bars FE415

Total R.C.C.Work 19.61 Cum

Hence Qty A @ 90 Kg / cum 19.61 90 Total 1764.49 Kg

7 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer.

For Terrace 1x1 1 5.74 9.50 Kg/Cum 54.53 Kg

8 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

Total Qty. of Excavated earth 68.60 Cum

Only 25 % of Excavated earth for filling purpose 17.15 Cum

Total 17.15 Cum

9 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

(A)Back Filling

Total quantity of excavation 68.60 Cum

R.C.C.up to G.L. 9.81

25 % of qty. of earth filling 17.15

SubTotal (A) 38.64 Cum

SubTotal (B) 13.03 Cum

Total quantity of filling Total 51.68 Cum

10 Supplying chlorpyriphos/ Lindane emulsifiable concentrate of 20% in sealed containers including delivery as specified.

builtup area x 5ltrs./sqm 1x1 1 42.12 5.00 210.60 Litre

Total 210.60 Litre

20 % Concentrate 42.12 Litre

Total 42.12 Litre

11 Diluting chemical emulsion (chlorpyrifos/ Lindane) in water as per manufacturers recommendation and injecting for pre- constructional curative cum preventive anti-termite treatment:(Five year service gurantee bond to be signed by contractor)

Surface treatment by spreading emulsion under floor, over the plinth area before laying base concrete @ 5 litres / sqm.

Total 42.12 Sqm

Treatment of inside of plinth masonry wall on using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall below plinth protection at the intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

Total 26.60 Metre

Treatment of outer side of plinth masonry wall using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall at the junction of floor at the intervals of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

Total 26.60 Metre

12 Carriage by mechanical transport for 5 km lead:

75 % Quantity of excavated earth 72.03 Cum

Total 72.03 Cum

13 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

14 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including formwork.

15 Applying a coat of hot bitumen 30/40 using @ 1.7kg/ sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

16 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Total 18.23 Cum

17 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of form work.

1:2:4 (1cement :2 coursed sand : 4 graded stone aggregate 20mm nominal size )

18 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.

Single rebate/ mullion 100mmx50mm size, 1.25mm thick sheet

Total 20.55 Meter

19 Providing and fixing flush door shutters decorative type, core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges.

* 35 mm. thick (single leaf)

20 Providing and fixing S.S. finished brass sliding door bolt with necessary bolts, nuts and S.S. finished MS screws complete:

21 Providing and fixing S.S. finished brass door latch with necessary S.S. finished MS screws complete:

22 Providing and fixing S.S. finished brass handle with necessary S.S. finished MS screws complete:

23 Providing and fixing 150mm S.S. finished brass floor door stoppers with rubber cushion with necessary S.S. finished MS screws to suit thickness of shutters.

24 Providing and fixing S.S. finished brass tower bolts (Barrel type) with necessary S.S. finished MS screws complete:

25 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing and panelling to be paid for separately

For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).

Extra for polyester powder coated (minimum 50 micron) aluminium sections instead of anodized. Total 40.50 Kg

26 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):

With float glass panes of 4 mm thickness

27 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat of red oxide zinc chromate primer..

28 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.

80x1.20 mm M.S. laths with 1.20 mm thick top cover

Total 7.20 Sqm.

29 Providing and fixing 27.5 cm long wire spring for rolling shutters

Total 3.00 Nos.

30 Providing and fixing M.S. sheet top cover for rolling shutters

Total 3.78 Sqm.

31 Providing and fixing ball bearing for rolling shutters.

Total 3.00 Nos.

32 Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

Total 5.00 Nos.

33 6mm thick cement plaster of mix:

In Cement mortar 1:3 (1 cement : 3 fine sand)

Total 34.28 Sqm

34 12mm thick cement plaster of mix:

In Cement Mortar 1:5 (1 cement : 5 fine sand)

Verandah 1x2 2 1.00 3.18 6.36

Total 110.06 Sqm

35 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) and finished with top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand)

Outer Side Of Guard Room

Front side 1x1 1 8.10 4.05 32.81

Right side 1x1 1 5.20 4.05 21.06

Parapet inner side 1x2 2 8.10 0.40 6.48

Total 118.21 Sqm.

36 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete

Size upto 200x300 mm

Total 13.04 Sqm.

37 Providing and laying rectified ceramic glazed floor tiles 300x300mm conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.

In colours such as White, Ivory, Grey, Fume Red Brown,

Total 2.76 Sqm.

38 25 mm thick KOTA stone slab flooring over 20mm (average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sq.m and upto 0.50 sq.m)

Total 30.64 Sqm.

39 KOTA stone slab 25mm thick in risers and treads of steps, skirting dado and pillar laid in 12mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (single stone is to be used for riser and treads of steps and the width of stone for skirting and dado shall be equal to the height of skirting/ dado with a minimum length of 1.0 M.)

Skirting of Garage 1x2 2 5.00 0.15 1.50

Skirting of Verandah 1x2 2 1.20 0.15 0.36

Skirting of Room 1x2 2 2.40 0.15 0.72

Skirting of Kitchen 1x2 2 2.00 0.15 0.60

Deductions 1x3 3 1.00 0.15 -0.45

Total 5.05 Sqm.

40 Grading roof for water proofing treatment with

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

41 Providing and applying 2 mm thick ready mix exterior grade approved make putty ( like Birla wall care, Alltek Superfine W/R of (NCL). Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.

Quantity same as 6 mm thick cement plaster 34.28

Quantity same as 12 mm thick cement plaster 110.06

Total 144.34 Sqm.

42 Painting on new work (two or more coats) to give an even shade with:

Satin synthetic enamel paint (top most approved branded quality)

Total 2.70 Sqm.

43 Wall painting with acrylic premium emulsion (plastic) paint (2nd top most approved branded quality) to give an even shade.

On new work (Two or more coats)

Quantity same as 6 mm thick cement plaster 34.28

Quantity same as 12 mm thick cement plaster 110.06

Total 144.34 Sqm.

44 Painting exterior surface with PREMIUM ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:

On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Quantity same as 18 mm thick cement plaster 118.21

Total 118.21 Sqm.

DASHORE & ASSOCIATES

ENGINEERS, ARCHITECTS, VALUERS

M-2, RATAN PALACE, KATORA TALAB,

E MAIL - [email protected]

DETAILED ESTIMATE OF CONSTRUCTION OF PROPOSED BOUNDARY WALL FOR DEAN QUARTER FOR COLLEGE OF VETERINARY SCIENCE & ANIMAL HASBANDRY, BILASPUR. (CHHATTISGARH)

BASED ON C.G. P.W.D. S.O.R.- SCHEDULE OF RATES FOR BUILDING WORKS FOR PUBLIC WORKS DEPARTMENT IN FORCE FROM 01-01-2015

S. No. S.O.R. No. PARTICULARS UNIT QTY

1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soil

1.6.1 Extra for every additional lift of 1.5 m or part thereof.

In all types of soil

2 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

3 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3.4 Extra for laying PCC/RCC of any grade in super structure above plinth level for every floor or part thereof in addition to rate for foundation and plinth.

For Ground Floor Cum 4.08

4 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size.

* 2.1.6 Columns, Pillars, Piers and likes- rectangular or square in shape

* 2.1.8 Beams, lintels, cantilevers & walls

5 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

3.12.1 Thermo-Mechanically treated bars FE415

6 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

7 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

8 7.5 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

7.5.4 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

9 7.2 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Ground Floor Cum 8.50

10 11.7 Providing and making 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) finished with a top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand).

11 3.21 Providing and fixing in position impregnated fibre board confirming to IS:1838 in expansion joints, including cost of primer, sealing compound all complete.

3.21.2 25 mm thick

12 18.76 Providing & fixing on wall face UV stabilized unplasticised Rigid PVC pipes (single sockted) having 3.2 mm wall thickness confirming to IS: 13592 (4 kg/sqcm) including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion.

18.76.2 110 mm dia pipe

13 14.14 Finishing walls with water proofing cement paint of required shade to give an even shade.

14.14.1 On new work (Two or more coats applied @ 3.84 kg/10 sqm )

14 9.6 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

9.6.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Sub Engineer Asstt. Engineer Executive Engineer

DETAILED ESTIMATE OF CONSTRUCTION OF PROPOSED BOUNDARY WALL FOR DEAN QUARTER FOR COLLEGE OF VETERINARY SCIENCE & ANIMAL HASBANDRY, BILASPUR. (CHHATTISGARH)

BASED ON C.G. P.W.D. S.O.R.- SCHEDULE OF RATES FOR BUILDING WORKS FOR PUBLIC WORKS DEPARTMENT IN FORCE FROM 01-01-2015

S. No. S.O.R. No. PARTICULARS UNIT QTY RATE AMOUNT

1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soil

1.6.1 Extra for every additional lift of 1.5 m or part thereof.

In all types of soil

2 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

3 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3.4 Extra for laying PCC/RCC of any grade in super structure above plinth level for every floor or part thereof in addition to rate for foundation and plinth.

For Ground Floor Cum 4.08 97.50 398.19

4 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size.

* 2.1.6 Columns, Pillars, Piers and likes- rectangular or square in shape

* 2.1.8 Beams, lintels, cantilevers & walls

5 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

3.12.1 Thermo-Mechanically treated bars FE415

6 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

7 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

8 7.5 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

7.5.4 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

9 7.2 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Ground Floor Cum 8.50 3384.00 28764.00

10 11.7 Providing and making 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) finished with a top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand).

11 3.21 Providing and fixing in position impregnated fibre board confirming to IS:1838 in expansion joints, including cost of primer, sealing compound all complete.

3.21.2 25 mm thick

12 18.76 Providing & fixing on wall face UV stabilized unplasticised Rigid PVC pipes (single sockted) having 3.2 mm wall thickness confirming to IS: 13592 (4 kg/sqcm) including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion.

18.76.2 110 mm dia pipe

13 14.14 Finishing walls with water proofing cement paint of required shade to give an even shade.

14.14.1 On new work (Two or more coats applied @ 3.84 kg/10 sqm )

14 9.6 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

9.6.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Total 229798.88

Add 1% for Contingencies 2297.99

Add 2.50 % for Consultant/Architect fee 5744.97

For 27.20 m Length Grand Total 237841.84

Hence, For 80.00 m Length 699534.83

SAY Rs 700000.00

( RUPEES SEVEN LACS THOUSANDS ONLY )

DASHORE & ASSOCIATES

ENGINEERS, ARCHITECTS, VALUERS

M-2, RATAN PALACE, KATORA TALAB,

E MAIL - [email protected]

Sub Engineer Asstt. Engineer Executive Engineer

DETAILS OF MEASUREMENTS

S.No Particulars Detail No L B D/H Qty Unit

1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

In all types of soil

Total 52.73 Cum

Extra for every additional lift of 1.5 m or part thereof.

In all types of soil

Total 19.77 Cum

2 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

3 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Extra for laying PCC/RCC of any grade in super structure above plinth level for every floor or part thereof in addition to rate for foundation and plinth.

Columns up to N.G.L. 1x12 12 0.20 0.30 2.10 1.51

Sub Total (A) 5.59 Cum

Ground beams 1x10 10 2.50 0.30 0.20 1.50

Columns from N. G.L. to F.G.L. 1x12 12 0.20 0.30 0.30 0.22

Columns above F.G.L. upto top 1x12 12 0.20 0.30 1.90 1.37

Sub Total (B) 4.08 Cum

4 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

* Foundations, footings, base of columns and plinth beam in any shape and size.

Columns up to G.L.

Total 49.96 Sqm

* Columns, Pillars, Piers and likes- rectangular or square in shape

Columns from N. G.L. to F.G.L.

Columns above F.G.L. upto top

Total 26.40 Sqm

* Beams, lintels, cantilevers & walls

Total 12.50 Sqm

5 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

Thermo-Mechanically treated bars

Total R.C.C.Work 9.68

Hence Qty @ 90 Kg / cum 9.68 Total 870.84 Kg

6 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

Total quantity of excavation 52.73 Cum

Qty. of back filling = 25% of excavated qty. 13.18 Cum

Total 13.18 Cum

7 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

Total quantity of excavation 52.73

R.C.C.up to G.L. 5.59

Back filling qry. Of earth 13.18

Total 31.76 Cum

8 Brick work with modular well burnt clay bricks of crushing strength not less than 25 kg/sqcm and water absorption not more than 20% in foundation and plinth in:

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

9 Brick work with modular well burnt clay bricks of crushing strength not less than 25 kg/sqcm and water absorption not more than 20% in Superstructure

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

10 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) finished with a top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand).

Total 127.20 Sqm.

11 Providing and fixing in position impregnated fibre board confirming to IS:1838 in expansion joints, including cost of primer, sealing compound all complete.

For expansion joint 1x1 1 0.20 2.20 0.44

Total 0.44 Sqm.

12 Providing & fixing on wall face UV stabilized unplasticised Rigid PVC pipes (single sockted) having 3.2 mm wall thickness confirming to IS: 13592 (4 kg/sqcm) including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion.

For weep holes 1x5x10 50 0.20 10.00

Total 10.00 Metre

13 Finishing walls with water proofing cement paint to give an even shade.

On new work (Two or more coats )

Same Qty. of Plaster Total 127.20 Sqm.

14 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Main Gate 1x1 1 3.00 1.80 5.40

Small Gate 1x1 1 1.50 1.80 2.70

Hence, Qty. @ 60 Kg/Sqm Total 486.00 Kg

DASHORE & ASSOCIATES

ENGINEERS, ARCHITECTS, VALUERS

M-2, RATAN PALACE, KATORA TALAB,

DETAILED ESTIMATE OF CONSTRUCTION OF PROPOSED LANDSCAPE WORK FOR DEAN QUARTER FOR COLLEGE OF VETERINARY SCIENCE & ANIMAL HASBANDRY, BILASPUR. (CHHATTISGARH)

BASED ON C.G. P.W.D. S.O.R.- SCHEDULE OF RATES FOR BUILDING WORKS FOR PUBLIC WORKS DEPARTMENT IN FORCE FROM 01-01-2015

S. No. S.O.R. No. PARTICULARS UNIT QTY RATE AMOUNT

1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soil

2 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

3 7.5 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

7.5.4 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

4 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

5 12.65 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm

12.65.2 Pigment coloured (rubber mould) precast interlock concrete block

6 11.2 12mm thick cement plaster of mix:

11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

7 22.2 Supplying and stacking of good earth at site including royalty, loading, unloading and carriage upto 5 km (earth measured in stacks will be reduced by 20% for payment).

8 22.4 Supplying and stacking at site well decayed cow dung manure from approved source, including loading, unloading and carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment).

9 22.8 Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/ and good earth to be paid separately).

10 22.9 Mixing earth and sludge or manure in proportion specified or directed.

11 22.25 Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand:

* 22.25.1 Hedges like Alife, Dorenta, Tikoma etc

* 22.25.2 Furn like Arica, China etc (3 year old)

* 22.25.3 Hibiscus (Flower)/ Rose

* 22.25.4 Carpet grass (well developed)

12 11.4 of Road SOR Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia. holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year)

13 12.6 of Road SOR Providing and planting of 3‟0” to 4‟0” heighted wasingtonia, filipheria/bismarkia novelist plam plants with 1‟6” x 1‟6” depth pit formation and soil preparation, (Mixing organic manure and plant‟s protection insecticide). Up to 4 month maintenance.

14 12.7 of Road SOR Providing and planting of 4‟0” to 5‟0” heighted Ficus prestige/Blackiana plants with 1‟6” x 1‟6” depth pit formation and soil preparation, (Mixing organic manure and plant‟s protection insecticide). Up to 4 month maintenance.

Total 608020.01

Add 5 % for Water Supply work Complete Lump Sum 30401.00

Total 638421.01

Add 1 % for Contingencies 6384.21

Add 2.50 % for Consultant/Architect fee 15960.53

Total 660765.75

SAY Rs 661000.00

( RUPEES SIX LACS SIXTY ONE THOUSAND ONLY )

DASHORE & ASSOCIATES

ENGINEERS, ARCHITECTS, VALUERS

M-2, RATAN PALACE, KATORA TALAB,

E MAIL - [email protected]

Sub Engineer Asstt. Engineer Executive Engineer

DETAILS OF MEASUREMENTS

S.No Particulars Detail No L B D/H Qty Unit

1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

In all types of soil

Total 125.88 Cum

2 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

Total 25.18 Cum

3 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

Sub Total 11.76

Over Ground level

Total 20.58 Cum

4 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

(A)Back Filling

Total quantity of excavation 125.88 Cum

Brick Work Up to G. L. 11.76

SubTotal (A) 88.94 Cum

Below Pavers 1x1 1 14.75 4.40 0.20 12.98

SubTotal (B) 37.37 Cum

Total quantity of filling Total 126.31 Cum

5 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm

Pigment coloured (rubber mould) precast interlock concrete block

Total 186.85 Sqm.

6 12mm thick cement plaster of mix:

In Cement Mortar 1:5 (1 cement : 5 fine sand)

Total 58.80 Sqm.

7 Supplying and stacking of good earth at site including royalty, loading, unloading and carriage upto 5 km (earth measured in stacks will be reduced by 20% for payment).

Total Area 156.60

Total 78.30 Cum

8 Supplying and stacking at site well decayed cow dung manure from approved source, including loading, unloading and carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment).

20 % of Good Eatrh 15.66

Total 15.66 Cum

9 Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/ and good earth to be paid separately).

Lump Sum 156.60

Total 156.60 Sqm.

10 Mixing earth and sludge or manure in proportion specified or directed.

Qty. same as item no. 7 78.30

Total 78.30 Cum

11 Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand:

* Hedges like Alife, Dorenta, Tikoma etc

Total 160.00 Nos

* Furn like Arica, China etc (3 year old)

Total 130.00 Nos

* Hibiscus (Flower)/ Rose

Total 110.00 Nos

* Carpet grass (well developed)

Lump Sum 200.00

Total 200.00 Sqm.

12 Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia. holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year)

Total 50.00 Nos

13 Providing and planting of 3‟0” to 4‟0” heighted wasingtonia, filipheria/bismarkia novelist plam plants with 1‟6” x 1‟6” depth pit formation and soil preparation, (Mixing organic manure and plant‟s protection insecticide). Up to 4 month maintenance.

Total 85.00 Nos

14 Providing and planting of 4‟0” to 5‟0” heighted Ficus prestige/Blackiana plants with 1‟6” x 1‟6” depth pit formation and soil preparation, (Mixing organic manure and plant‟s protection insecticide). Up to 4 month maintenance.

Total 100.00 Nos

DASHORE & ASSOCIATES

ENGINEERS, ARCHITECTS, VALUERS

M-2, RATAN PALACE, KATORA TALAB,

E MAIL - [email protected]