SHAVDAHGRAH NIRMAN KARYA.

Amount

1-GODOWN, HEADING

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

3/4 X Total excavation. =0.75 (as per Sno -1.1, )

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (M20) (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for

Column Footing, F1

Plinth Beam, PB

Column , C1

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more

Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick

Cement Plaster in fine sand

12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)

Interior Finishing: Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Exterior Finishing: Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work

10.6 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: 1 80x1.25 mm M.S. laths with 1.25 mm thick top cover

Providing and fixing ball bearing for rolling shutters. each

Extra for providing mechanical device chain and crank operation for operating rolling shutters. Exceeding 10.00 sqm and upto 16.80 sqm in the area sqm

Ventilater

Providing and fixing pressed steel door frames conforming to IS: 4351,manufactured from commercial mild steel sheet of 1.60 mm thickness,including hinges, jamb, lock jamb, bead and if required angle thresholdof mild steel angle of section 50x25 mm, or base ties of 1.60 mm,pressed mild steel welded or rigidly fixed together by mechanical means,including M.S. pressed butt hinges 2.5 mm thick with mortar guards,lock strike-plate and shock absorbers as specified and applying a coatof approved steel primer after pre-treatment of the surface as directedby Engineer-in-charge: Profile B :Fixing with adjustable lugs with split end tail to each jamb

Providing & fixing fly proof wire gauze to windows, clerestory windows &doors with M.S. Flat 15x3 mm and nuts & bolts complete. Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth

2-WAITING AREA

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

3/4 X Total excavation. =0.75 (as per Sno -1.1, )

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (M20) (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

Column Footing, F1

Centering and shuttering including strutting, propping etc. and removal of form for

Column Footing, F1

Plinth Beam, PB

Column , C1

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more

Column Footing, F1

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required.

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth

12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

Exterior Finishing: Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work:

3-SERVENT ROOM

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

3/4 X Total excavation. =0.75 (as per Sno -1.1, )

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (M20) (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

Column Footing, F1

Plinth Beam, PB

Column , C1

Centering and shuttering including strutting, propping etc. and removal of form for

Column Footing, F1

Plinth Beam, PB

Column , C1

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more

Column Footing

Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Roof Slab

Roof Beam

Column

Centering and shuttering including strutting, propping etc. and removal of form for

Roof Slab

Roof Beam

Column

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more

Roof Slab

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks

Flooring

52 mm thick cement concrete flooring with concrete hardener topping

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete: 600x600 tile

Cement Plaster in fine sand

12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)

Interior Finishing: Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Exterior Finishing: Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimeter per square metre, including preparation of surface but excluding grading complete with : Bitumen felt (hessian base) type 3 grade I conforming to IS : 1322

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth

Door and Window

Providing and fixing pressed steel door frames conforming to IS: 4351,manufactured from commercial mild steel sheet of 1.60 mm thickness,including hinges, jamb, lock jamb, bead and if required angle thresholdof mild steel angle of section 50x25 mm, or base ties of 1.60 mm,pressed mild steel welded or rigidly fixed together by mechanical means,including M.S. pressed butt hinges 2.5 mm thick with mortar guards,lock strike-plate and shock absorbers as specified and applying a coatof approved steel primer after pre-treatment of the surface as directedby Engineer-in-charge: Profile B :Fixing with adjustable lugs with split end tail to each jamb

Window

Providing & fixing fly proof wire gauze to windows, clerestory windows &doors with M.S. Flat 15x3 mm and nuts & bolts complete. Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides

Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying,including painting the exposed portion of loop, all as per standard design complete. each 171.15

Providing and fixing factory made ISI marked steel glazed doors, windowsand ventilators, side /top /centre hung, with beading and all memberssuch as F7D,F4B, K11 B and K12 B etc. complete of standard rolledsteel sections, joints mitred and flash butt welded and sash bars tenonedand riveted, including providing and fixing of hinges, pivots, includingpriming coat of approved steel primer, but excluding the cost of otherfittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).

at45kg/sqm

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work:

window

Providing and fixing 35 mm thick factory made laminated veneer lumberdoor shutter conforming to IS : 14616 and TADS 15:2001 (Part B), fixingwith butt hinges of required size with necessary screws, all completeas per directions of Engineer- in-charge and panelling with panels of :12 mm thick pre-laminated particle board (decorative laminationon both sides) grade -1, medium density flat pressed, three layer particle board FPT- I or graded wood particle board FPT- I, conforming to IS : 3087, bonded with BWP type synthetic resin adhesive as per IS : 848 and pre- laminated conforming to IS : 12823, Grade 1, Type - II marked

4-TOILET

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

3/4 X Total excavation. =0.75 (as per Sno -1.1, )

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (M20) (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

Column Footing, F1

Plinth Beam, PB

Column , C1

Centering and shuttering including strutting, propping etc. and removal of form for

Column Footing, F1

Plinth Beam, PB

Column , C1

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more

Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Roof Slab

Roof Beam

Column

Centering and shuttering including strutting, propping etc. and removal of form for

Roof Slab

Roof Beam

Column

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks

Flooring

52 mm thick cement concrete flooring with concrete hardener topping

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete: 600x600 tile

Cement Plaster in fine sand

12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)

Interior Finishing: Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Exterior Finishing: Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimeter per square metre, including preparation of surface but excluding grading complete with : Bitumen felt (hessian base) type 3 grade I conforming to IS : 1322

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat ofapproved steel primeUsing M.S. angels 40x40x6 mm for diagonal braces

main door

toilet door

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work

5-SITTING PLACE

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

3/4 X Total excavation. =0.75 (as per Sno -1.1, )

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (M20) (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

Column Footing, F1

Plinth Beam, PB

Column , C1

Centering and shuttering including strutting, propping etc. and removal of form for

Column Footing, F1

Plinth Beam, PB

Column , C1

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more

Column Footing, F1

Plinth Beam, PB

Column , C1

Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Roof Beam

Column

Centering and shuttering including strutting, propping etc. and removal of form for

Roof Beam

Column

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more

Roof Beam

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required.

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks

Long Wall

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick

6-ADULT SECTION

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

3/4 X Total excavation. =0.75 (as per Sno -1.1, )

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (M20) (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

Column Footing, F1

Plinth Beam, PB

Column , C1

Centering and shuttering including strutting, propping etc. and removal of form for

Column Footing, F1

Plinth Beam, PB

Column , C1

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more

Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Roof Beam

Column

Centering and shuttering including strutting, propping etc. and removal of form for

Roof Beam

Column

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

RHS (120X60X35)@ 14 kg/m

RHS (80X40X3.2)@ 5.5 kg/m

6MM THK STEEL PLATE

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpetwashers filled with white lead, including a coat of approved steelprimer and two coats of approved paint on overlapping of sheetscomplete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cuttingto size and shape wherever required.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work

7-INTERLOCKING TILES

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading inuniform layers with motor grader on prepared surface, mixing by mix in place method withrotavator at once and compacting with smooth wheel roller to achieve the desired densitycomplete as per Clause 401.4 as per Technical Specification Clause 408.Using Gravel mix soil

Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.

INTERNAL ELECTRIC WORK (GODWON+WAITING AREA, HEADING

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mmFRLS PVC insulated copper conductor single core cable in surface / recessedmedium class PVC conduit, with piano type switch, phenolic laminated sheet, suitablesize M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copperconductor single core cable etc as require

Group A

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductorsingle core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4sq. mm FRLS PVC insulated copper conductor single core cable for loop earthingas required

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes ofFRLS PVC insulated copper conductor, single core cable in surface/ recessedmedium class PVC conduit as required

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

4 X 6 sq. mm + 2 X 6 sq. mm earth wire

Supplying and fixing of following sizes of medium class PVC conduitalongwithaccessories in surface/recess including cutting the wall and making good the samein case of recessed conduit as required

Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required

5/6 amps switch

3 pin 5/6 amp socket outlet

Supplying and fixing two module stepped type electronic fan regulator on the existingmodular plate switch box including connections but excluding modular plate etc.as required.

Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in FRLSont including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano typeswitch, connection, painting etc. as required. (For light plugs to be used in non residential buildings).

Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in FRLSont including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required

Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.

Supplying and fixing brass batten/ angle holder including connection etc. as required.

Installation, testing and commissioning of pre-wired, fluorescent fitting / compactfluorescent fitting of all types, complete with all accessories and tube etc. directlyon ceiling/ wall, including connection with 1.5 sq. mm FRLS PVC insulated, copperconductor, single core cable and earthing etc. as required.

Installation, testing and commissioning of ceiling fan, including wiring the downrods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copperconductor, single core cable, including providing and fixing phenolic laminated sheetcover on the fan box etc. as required.

Installation of exhaust fan in the existing opening, including making good thedamage, connection, testing, commissioning etc. as required.Upto 450 mm sweep

Installation of exhaust fan in the existing opening, including making good thedamage, connection, testing, commissioning etc. as required.

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10 kA, “C” curve,miniature circuit breaker suitable for inductive load of following poles in the existingMCB DB complete with connections, testing and commissioning etc. as required.

Single pole

Supplying and fixing 8 way (4 +24), Double door, hotizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phoshatized and powder painted including earthing etc. as required. (But without MCB/RCCB/lsolator)

Supplying and fixing following rating, double pole, 240 volts, isolator in the existingMCB DB complete with connections, testing and commissioning etc. as required

Supply, Installation, Testing and Commissioning of LED RGB/RGBW floodlighting luminaire for facade lighting with Die-cast aluminium housing, powder-coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270 V AC, 50 Hz with power factor > 0.9 . Fixture shall be suitable to operate at an ambient temperature range of - 10°C to +50°C and shall be IP 65 and IK 06 rated. Lifetime shall be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS (IS 10322) and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 30 W

SUB HEAD-I

S&F of factory wired T5 fluorescent tube light fitting suitable for1x28 watt complete with neccesary connection as required.

Supply & Fixing of 1400mm sweep AC Electric ceiling Fan capacitor type with double ball bearing complete with 300mm down rod complete shackles blades but with out regulator suitable for operation on 230v /240v 50HZ single phase AC supply.

S&F of CFL Lampe 20 W

Supply and Fixing of Propeller type AC 380mm size Ventilating fan (Exhaust fan) Conforming to IS 2312/ 1967 with amendment 1 to 5 complete with mounting ring frame i/c bracket but with out regulator with shutter.

INTERNAL ELECTRIC WORK (TOILET) SUB HEAD-II

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mmFRLS PVC insulated copper conductor single core cable in surface / recessedmedium class PVC conduit, with piano type switch, phenolic laminated sheet, suitablesize M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copperconductor single core cable etc as require

Group A

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductorsingle core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4sq. mm FRLS PVC insulated copper conductor single core cable for loop earthingas required

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes ofFRLS PVC insulated copper conductor, single core cable in surface/ recessedmedium class PVC conduit as required

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

4 X 6 sq. mm + 2 X 6 sq. mm earth wire

Supplying and fixing of following sizes of medium class PVC conduitalongwithaccessories in surface/recess including cutting the wall and making good the samein case of recessed conduit as required

Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required

5/6 amps switch

3 pin 5/6 amp socket outlet

Supplying and fixing two module stepped type electronic fan regulator on the existingmodular plate switch box including connections but excluding modular plate etc.as required.

Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in FRLSont including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano typeswitch, connection, painting etc. as required. (For light plugs to be used in non residential buildings).

Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in FRLSont including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required

Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.

Supplying and fixing brass batten/ angle holder including connection etc. as required.

Installation, testing and commissioning of pre-wired, fluorescent fitting / compactfluorescent fitting of all types, complete with all accessories and tube etc. directlyon ceiling/ wall, including connection with 1.5 sq. mm FRLS PVC insulated, copperconductor, single core cable and earthing etc. as required.

Installation, testing and commissioning of ceiling fan, including wiring the downrods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copperconductor, single core cable, including providing and fixing phenolic laminated sheetcover on the fan box etc. as required.

Installation of exhaust fan in the existing opening, including making good thedamage, connection, testing, commissioning etc. as required.Upto 450 mm sweep

Installation of exhaust fan in the existing opening, including making good thedamage, connection, testing, commissioning etc. as required.

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10 kA, “C” curve,miniature circuit breaker suitable for inductive load of following poles in the existingMCB DB complete with connections, testing and commissioning etc. as required.

Single pole

Supplying and fixing 8 way (4 +24), Double door, hotizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phoshatized and powder painted including earthing etc. as required. (But without MCB/RCCB/lsolator)

Supplying and fixing following rating, double pole, 240 volts, isolator in the existingMCB DB complete with connections, testing and commissioning etc. as required

SUB HEAD-I

S&F of factory wired T5 fluorescent tube light fitting suitable for1x28 watt complete with neccesary connection as required.

Supply & Fixing of 1400mm sweep AC Electric ceiling Fan capacitor type with double ball bearing complete with 300mm down rod complete shackles blades but with out regulator suitable for operation on 230v /240v 50HZ single phase AC supply.

S&F of CFL Lampe 20 W

Supply and Fixing of Propeller type AC 380mm size Ventilating fan (Exhaust fan) Conforming to IS 2312/ 1967 with amendment 1 to 5 complete with mounting ring frame i/c bracket but with out regulator with shutter.

SUB HEAD-II, INTRNAL ELECTRICAL WORK( SERVENT ROOM)

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mmFRLS PVC insulated copper conductor single core cable in surface / recessedmedium class PVC conduit, with piano type switch, phenolic laminated sheet, suitablesize M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copperconductor single core cable etc as require

Group A

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductorsingle core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4sq. mm FRLS PVC insulated copper conductor single core cable for loop earthingas required

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes ofFRLS PVC insulated copper conductor, single core cable in surface/ recessedmedium class PVC conduit as required

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

4 X 6 sq. mm + 2 X 6 sq. mm earth wire

Supplying and fixing of following sizes of medium class PVC conduitalongwithaccessories in surface/recess including cutting the wall and making good the samein case of recessed conduit as required

Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required

5/6 amps switch

3 pin 5/6 amp socket outlet

Supplying and fixing two module stepped type electronic fan regulator on the existingmodular plate switch box including connections but excluding modular plate etc.as required.

Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in FRLSont including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano typeswitch, connection, painting etc. as required. (For light plugs to be used in non residential buildings).

Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in FRLSont including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required

Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.

Supplying and fixing brass batten/ angle holder including connection etc. as required.

Installation, testing and commissioning of pre-wired, fluorescent fitting / compactfluorescent fitting of all types, complete with all accessories and tube etc. directlyon ceiling/ wall, including connection with 1.5 sq. mm FRLS PVC insulated, copperconductor, single core cable and earthing etc. as required.

Installation, testing and commissioning of ceiling fan, including wiring the downrods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copperconductor, single core cable, including providing and fixing phenolic laminated sheetcover on the fan box etc. as required.

Installation of exhaust fan in the existing opening, including making good thedamage, connection, testing, commissioning etc. as required.Upto 450 mm sweep

Installation of exhaust fan in the existing opening, including making good thedamage, connection, testing, commissioning etc. as required.

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10 kA, “C” curve,miniature circuit breaker suitable for inductive load of following poles in the existingMCB DB complete with connections, testing and commissioning etc. as required.

Single pole

Supplying and fixing 8 way (4 +24), Double door, hotizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phoshatized and powder painted including earthing etc. as required. (But without MCB/RCCB/lsolator)

Supplying and fixing following rating, double pole, 240 volts, isolator in the existingMCB DB complete with connections, testing and commissioning etc. as required

SUB HEAD-I

S&F of factory wired T5 fluorescent tube light fitting suitable for1x28 watt complete with neccesary connection as required.

Supply & Fixing of 1400mm sweep AC Electric ceiling Fan capacitor type with double ball bearing complete with 300mm down rod complete shackles blades but with out regulator suitable for operation on 230v /240v 50HZ single phase AC supply.

S&F of CFL Lampe 20 W

Supply and Fixing of Propeller type AC 380mm size Ventilating fan (Exhaust fan) Conforming to IS 2312/ 1967 with amendment 1 to 5 complete with mounting ring frame i/c bracket but with out regulator with shutter.

WATER SUPPLY WORK AT SHAMSHAN GHAT

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink without drain board 610x510 mm bowl depth 200 mm

Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc.15 mm dia nominal bore

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore

Providing and fixing P.V.C. waste pipe for sink or wash basin including Semi rigid pipe P.V.C. waste fittings comp32 mm dia

Providing and fixing soil, waste and vent pipes :

Sand cast iron S&S pipe as per IS: 1729 100mm dai.

75 mm diameter :Sand cast iron S&S pipe as per IS: 1729

Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :

75 mm dia pipe

100 mm dia pipe

Providing and fixing bend of required degree with access door, insertionrubber washer 3 mm thick, bolts and nuts complete.

Sand cast iron S&S as per IS - 1729 100mm dai.

Sand cast iron S&S as per IS - 1729 75mm dai

Providing and fixing trap of self cleansing design with screwed downor hinged grating with or without vent arm complete, including cost ofcutting and making good the walls and floors :

100 mm inlet and 75 mm outlet Sand cast iron S&S as per IS - 3989

Providing and fixing collar :

75 mm Sand cast iron S&S as per IS - 1729

100 mm Sand cast iron S&S as per IS - 1729

Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid 150 mm nominal size square 100 mm diameter of the inner hinged round grating

Providing and fixing uplasticised PVC connection pipe with brass unions 45 cm length 15 mm nominal bore

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brasspillar taps, 32 mm C.P. brass waste of standard pattern, includingpainting of fittings and brackets, cutting and making good the wallswherever require: White Vitreous China Wash basin size 630x450 mm witha pair of 15 mm C.P. brass pillar taps

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore

Providing and fixing C.P. brass angle valve for basin mixer and geyserpoints of approved quality conforming to IS:8931 15mm nominal bore

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :15 mm nominal bore

Providing and fixing brass stop cock of approved quality :20 mm nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc.20 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings and clamps,i/c cutting and making good the walls etc.15 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings and clamps,i/c cutting and making good the walls etc.20 mm dia nominal bore

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlleddevice (handle lever) conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls andfloors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :20 mm nominal bore

Providing and fixing ball valve (brass) of approved quality, High or lowpressure, with plastic floats complete :15 mm nominal bore

Constructing masonry Chamber 30x30x50 cm inside, in brick work incement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I.surface box 100x100 x75 mm (inside) with hinged cover fixed in cementconcrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size), i/c necessary excavation, foundationconcrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate40mm nominal size ) and inside plastering with cement mortar 1:3 (1cement : 3 coarse sand) 12mm thick, finished with a floating coat ofneat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank.

MAKING OF SEPTIK TANK SIZE (1.50 MTR DAIMETER DEPTH 2.00 COMPLETE ITEM WORK.)

EXCVATION

BRICK WORKWITH1:6 S/C MORTAR

12 MMTHIK PLATER

MS STEEL WORK

MAKING OF SOKPIT SIZE (1.50MTR. DAIMETER DEPTH 2.00) COMPLETE ITEM WORK.

M/S CHANDI PRASAD THAPLIYAL

Rakesh Semwal