BID DOCUMENTS FOR CONSTRUCTION WORK OF COMPOUND WALL, GATE, ROOF COVERING AND STORE ROOM AT VARIOUS SMASHAN OF CHAKLASI NAGARPALIKA UNDER: 15 PERCENT VIVEKADHIN YEAR: 2026-27.

Total Amount Rs.

Note : 4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-

10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where

there is a change as per actual mix design the cost of difference of cement consumption have been deducted

from the rate of original item at the rate of input rate mentioned in all the tender.

Signature of Contractor Chief Officer

Chaklasi Nagarpalika

SECTION-7 BILL OF QUANTITIES-235

CHAKLASI MUNICIPALITY, CHAKLASI

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION WORK OF COMPOUND WALL AND GATE AT DEVKAPURA TALPADA SAMAJ

SMASHAN AT CHAKLASI.

Item Qty. Description Total Unit Amount

1 126.00 Excavation for foundation upto 1.5 m depth including sorting

Cmt. out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(A) Loose or soft soil 117.08 Cmt.

2 46.00 Excavation for foundation for depth from 1.5 m to 3.0 m

Cmt. including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil 129.81 Cmt.

3 119.50 Filling available excavated earth (excluding rock) in

Cmt. trenches. plinth, sides of foundations etc. in layers not exceeding

20 cm. in depth consolidating each disposited layer by

ramming and watering. 130.39 Cmt.

4 14.00 Providing and laying cement concrete (1:4:8) (1 Cement, 4 Coarse

Cmt. sand, 8 Crushed stone agreegate 40 mm nominal) and curing

complete excluding cost of formwork in foundation and plinth.

5 23.00 Providing and Laying controlled cement concrete M-200 and curing

Cmt. complete, including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in Column footings.

6 5.50 Providing and laying controlled cement concrete M-200 and curing

Cmt. complete including the cost of formwork But Excluding the cost of

reinforcement for reinforced concrete work in Column upto Plinth

Level having any cross section area.

7 4.00 Providing and Laying controlled cement concrete M-200 and curing

Cmt. complete, including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in Columns having any

cross section area upto floor two level.

SBD SECTION-7 BILL OF QUANTITIES-236

8 10.50 Providing and laying controlled cement concrete M-200 and curing

Cmt. complete including the cost of formwork but Excluding the cost of

reinforcement for reinforced concrete work in Ground Beam

having any cross section area. 5800.43 Cmt.

9 3.50 Providing and laying controlled cement concrete M-200 and curing

Cmt. complete including the cost of formwork and excluding the cost of

reinforcement of reinforced concrete work in Coping

3880.00 Providing TMT Bar FE 500D reinforcement for R.C.C. work including

Kgs. bending, binding and placing in position complete upto floor two

level 76.21 Kg.

11 22.50 Brick work using common burnt building bricks having crushing

Cmt. strngth not less than 35 Kg./cm2 in super structure for Ground

Floor in C.M. (1:6) (1 Cement, 6 fine sand) racking out joints

curring etc. complete directed by Engineer-in-charge. 4289.33 Cmt.

12 262.50 20 mm thick sand faced cement plaster on walls up to heinht

Smt metres above ground laval cosisting of 12 mm thick backing coat of

C:M 1:3 (1-cement :3-sand) and 8mm thick finishing coat of C:M

1:1 (1-cement :1-sand) etc. complete.

13 262.02 Finishing wall with water proof exterior emulsion apex paint of on

Smt wall surfaces (two coats) to give an approved brand and

manufacture and of required slope evan shade after throughly

brushing the surface to remove all dirt and remains of loose

powered materials. etc completed. 114.53 Smt.

14 5.66 Steel work, riveted in built up sections framed work including

Qtl. cutting, hoisting, fixing in position and applying a priming coat of

red lead paint. (A) In beams and joists, channels angles Tees, flats,

with connecting plates or angle cleats as in main and cross beams.

Hip and jack rafters, purlins conneted to common rafters and the

like. 5818.65 Qtl.

SBD SECTION-7 BILL OF QUANTITIES-237

15 0.31 16G Make Tata

Qtl. Double twisted barbed wire, gauge 16, barb spacing 4". four

horizontal lines and two diagonals of galvanised steel barbed wire

weighting 9.38 K.G. per 100 metre strained and fixed to posts with

G.I. staples, including fixing the posts in coping of compound wall.

16 8.00 Painting two coats (Including Priming Coat) on new steel and other

Smt. metal surface with synthetic enamel paint, brushing to give an

even shade including cleaning the surface of all dirt, dust and other

foreign matter.

Total Amount, Rs.

Total Amount, Rs.

Add :- 18% of GST, Rs.

Add :- 1% of Qaulity Controll Rs.

Add :- 2% of Contingency Charges Rs.

SBD SECTION-7 BILL OF QUANTITIES-238

CHAKLASI MUNICIPALITY, CHAKLASI

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION WORK OF COMPOUND WALL AND GATE AT DEVKAPURA VAGHELA SAMAJ

SMASHAN AT CHAKLASI.

Item Qty. Description Total Unit Amount

1 120.00 Excavation for foundation upto 1.5 m depth including sorting out

Cmt. and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead.(A) Loose or soft soil

2 43.50 Excavation for foundation for depth from 1.5 m to 3.0 m including

Cmt. sorting out and stacking of useful materials and disposing off

the excavated stuff upto 50 Meter lead.(A) Loose or soft soil

3 113.50 Filling available excavated earth (excluding rock) in trenches.

Cmt. plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and

watering. 130.39 Cmt.

4 13.50 Providing and laying cement concrete (1:4:8) (1 Cement, 4 Coarse

Cmt. sand, 8 Crushed stone agreegate 40 mm nominal) and curing

complete excluding cost of formwork in foundation and plinth.

5 22.00 Providing and Laying controlled cement concrete M-200 and curing

Cmt. complete, including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in Column footings.

6 5.50 Providing and laying controlled cement concrete M-200 and curing

Cmt. complete including the cost of formwork But Excluding the cost of

reinforcement for reinforced concrete work in Column upto Plinth

Level having any cross section area. 7257.36 Cmt.

7 4.00 Providing and Laying controlled cement concrete M-200 and curing

Cmt. complete, including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in Columns having any

cross section area upto floor two level. 8582.48 Cmt.

SBD SECTION-7 BILL OF QUANTITIES-239

8 10.50 Providing and laying controlled cement concrete M-200 and curing

Cmt. complete including the cost of formwork but Excluding the cost of

reinforcement for reinforced concrete work in Ground Beam having

any cross section area. 5800.43 Cmt.

9 3.50 Providing and laying controlled cement concrete M-200 and curing

Cmt. complete including the cost of formwork and excluding the cost of

reinforcement of reinforced concrete work in Coping 5745.89 Cmt.

3740.00 Providing TMT Bar FE 500D reinforcement for R.C.C. work including

Kgs. bending, binding and placing in position complete upto floor two

11 22.50 Brick work using common burnt building bricks having crushing

Cmt. strngth not less than 35 Kg./cm2 in super structure for Ground Floor

in C.M. (1:6) (1 Cement, 6 fine sand) racking out joints curring etc.

complete directed by Engineer-in-charge. 4289.33 Cmt.

12 258.00 20 mm thick sand faced cement plaster on walls up to heinht

Smt metres above ground laval cosisting of 12 mm thick backing coat of

C:M 1:3 (1-cement :3-sand) and 8mm thick finishing coat of C:M 1:1

(1-cement :1-sand) etc. complete.

13 257.57 Finishing wall with water proof exterior emulsion apex paint of on

Smt wall surfaces (two coats) to give an approved brand and manufacture

and of required slope evan shade after throughly brushing the

surface to remove all dirt and remains of loose powered materials.

etc completed. 114.53 Smt.

14 5.71 Steel work, riveted in built up sections framed work including cutting,

Qtl. hoisting, fixing in position and applying a priming coat of red lead

paint. (A) In beams and joists, channels angles Tees, flats, with

connecting plates or angle cleats as in main and cross beams. Hip

and jack rafters, purlins conneted to common rafters and the like.

15 0.30 16G Make Tata

Qtl. Double twisted barbed wire, gauge 16, barb spacing 4". four

horizontal lines and two diagonals of galvanised steel barbed wire

weighting 9.38 K.G. per 100 metre strained and fixed to posts with

G.I. staples, including fixing the posts in coping of compound wall.

SBD SECTION-7 BILL OF QUANTITIES-240

16 9.00 Painting two coats (Including Priming Coat) on new steel and other

Smt. metal surface with synthetic enamel paint, brushing to give an even

shade including cleaning the surface of all dirt, dust and other foreign

matter. 100.47 Smt.

17 50.00 Providing corrugated G.I. sheet of class-3 roofing fixed with

Smt. glavanished iron J or L Hooks, Bolts and nuts 8mm diameter with

bitumen and G.I. limpet washer or G.I. limpet washer. filled with

white lead complete excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

Total Amount, Rs.

Total Amount, Rs.

Add :- 18% of GST, Rs.

Add :- 1% of Qaulity Controll Rs.

Add :- 2% of Contingency Charges Rs.

SBD SECTION-7 BILL OF QUANTITIES-241

CHAKLASI MUNICIPALITY, CHAKLASI

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION WORK OF COMPOUND WALL AND GATE AT JADAVPURA SMASHAN AT

Item Qty. Description Total Unit Amount

1 120.00 Excavation for foundation upto 1.5 m depth including sorting out

Cmt. and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(A) Loose or soft soil 117.08 Cmt.

2 43.50 Excavation for foundation for depth from 1.5 m to 3.0 m

Cmt. including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil 129.81 Cmt.

3 113.50 Filling available excavated earth (excluding rock) in

Cmt. trenches. plinth, sides of foundations etc. in layers not exceeding

20 cm. in depth consolidating each disposited layer by

ramming and watering. 130.39 Cmt.

4 13.50 Providing and laying cement concrete (1:4:8) (1 Cement, 4 Coarse

Cmt. sand, 8 Crushed stone agreegate 40 mm nominal) and curing

complete excluding cost of formwork in foundation and plinth.

5 22.00 Providing and Laying controlled cement concrete M-200 and curing

Cmt. complete, including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in Column footings.

6 5.50 Providing and laying controlled cement concrete M-200 and curing

Cmt. complete including the cost of formwork But Excluding the cost of

reinforcement for reinforced concrete work in Column upto Plinth

Level having any cross section area. 7257.36 Cmt.

7 4.00 Providing and Laying controlled cement concrete M-200 and curing

Cmt. complete, including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in Columns having any

cross section area upto floor two level. 8582.48 Cmt.

8 10.00 Providing and laying controlled cement concrete M-200 and curing

Cmt. complete including the cost of formwork but Excluding the cost of

reinforcement for reinforced concrete work in Ground Beam

having any cross section area. 5800.43 Cmt.

SBD SECTION-7 BILL OF QUANTITIES-242

9 3.50 Providing and laying controlled cement concrete M-200 and curing

Cmt. complete including the cost of formwork and excluding the cost of

reinforcement of reinforced concrete work in Coping 5745.89 Cmt.

3710.00 Providing TMT Bar FE 500D reinforcement for R.C.C. work including

Kgs. bending, binding and placing in position complete upto floor two

level 76.21 Kg.

11 22.00 Brick work using common burnt building bricks having crushing

Cmt. strngth not less than 35 Kg./cm2 in super structure for Ground

Floor in C.M. (1:6) (1 Cement, 6 fine sand) racking out joints curring

etc. complete directed by Engineer-in-charge. 4289.33 Cmt.

12 254.00 20 mm thick sand faced cement plaster on walls up to heinht

Smt metres above ground laval cosisting of 12 mm thick backing coat of

C:M 1:3 (1-cement :3-sand) and 8mm thick finishing coat of C:M

1:1 (1-cement :1-sand) etc. complete. 335.65 Smt.

13 253.55 Finishing wall with water proof exterior emulsion apex paint of on

Smt wall surfaces (two coats) to give an approved brand and

manufacture and of required slope evan shade after throughly

brushing the surface to remove all dirt and remains of loose

powered materials. etc completed. 114.53 Smt.

14 5.59 Steel work, riveted in built up sections framed work including

Qtl. cutting, hoisting, fixing in position and applying a priming coat of

red lead paint. (A) In beams and joists, channels angles Tees, flats,

with connecting plates or angle cleats as in main and cross beams.

Hip and jack rafters, purlins conneted to common rafters and the

like. 5818.65 Qtl.

15 0.30 16G Make Tata

Qtl. Double twisted barbed wire, gauge 16, barb spacing 4". four

horizontal lines and two diagonals of galvanised steel barbed wire

weighting 9.38 K.G. per 100 metre strained and fixed to posts with

G.I. staples, including fixing the posts in coping of compound wall.

16 8.00 Painting two coats (Including Priming Coat) on new steel and other

Smt. metal surface with synthetic enamel paint, brushing to give an even

shade including cleaning the surface of all dirt, dust and other

foreign matter.

SBD SECTION-7 BILL OF QUANTITIES-243

17 41.00 Providing corrugated G.I. sheet of class-3 roofing fixed with

Smt. glavanished iron J or L Hooks, Bolts and nuts 8mm diameter with

bitumen and G.I. limpet washer or G.I. limpet washer. filled with

white lead complete excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet. 727.13 Smt.

Total Amount, Rs.

Total Amount, Rs.

Add :- 18% of GST, Rs.

Add :- 1% of Qaulity Controll Rs.

Add :- 2% of Contingency Charges Rs.

SBD SECTION-7 BILL OF QUANTITIES-244

CHAKLASI MUNICIPALITY, CHAKLASI

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION WORK OF ROOF COVERING AT RAGHUPURA SMASHAN AT CHAKLASI.

Item Qty. Description Total Unit Amount

1 43.00 Providing corrugated G.I. sheet of class-3 roofing fixed with

Smt. glavanished iron J or L Hooks, Bolts and nuts 8mm diameter with

bitumen and G.I. limpet washer or G.I. limpet washer. filled with

white lead complete excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

Total Amount, Rs.

Total Amount, Rs.

Add :- 18% of GST, Rs.

Add :- 1% of Qaulity Controll Rs.

Add :- 2% of Contingency Charges Rs.

SBD SECTION-7 BILL OF QUANTITIES-245

CHAKLASI NAGARPALIKA CHAKLASI

ESTIMATE FOR CONSTRUCTION WORK OF STORE ROOM AT RAGHUPURA SMASHAN AT CHAKLASI

Qty. Description Unit Amount

1 22.70 Excavation for Foundation upto 1.5 m. Depth including sorting out and

Cmt. stacking of useful materials and disposing of excavated stuff upto 50 Meter

lead (A) (loose or soft soil)

2 3.90 Excavation for base footings upto depth 1.5 m. including sorting out and

Cmt. disposing of the excavated material upto 50 m lead (loose or soft soil)

3 18.35 Filling available excavated earth (excluding Rock) in trenches. Plinth, sides of

Cmt. foundations etc. in layers not exceeding 20cm. In depth consolidating each

disposited layer by ramming and watering.

4 2.80 Filling in foundation and plinth with murrum or selected soil in layers of

Cmt. 20cm thickness including watering, ramming and consolidating etc.

complete. 282.02 Cmt.

5 9.00 Carrying out plinth treatment to post construction/ existing structure by

Smt. spraying chemical solution for termite control treatment including labour

and material consistment with I.S.I specification. Using Chlordene and

chiorpurfiles 20 EC. As per 6131_paret-II consteration weight one percent is

recommended i.e. one litre 20 EC chemical emulsion with 19 liter give 1%

concrentration inclusive of one litre chemical emulsion application at the

rate of 5 litre chemical/sqm of surface as recommended as per I.S.

6 3.45 Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8-

Cmt. hand broken stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

7 3.80 Providing and Laying controlled cement concrete M-250 and curing

Cmt. complete, including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in Column footings.

SBD SECTION-7 BILL OF QUANTITIES-246

8 1.05 Providing and laying controlled cement concrete M-250 and curing complete

Cmt. including the cost of formwork But Excluding the cost of reinforcement for

reinforced concrete work in Column upto Plinth Level having any cross

9 1.15 Providing and Laying controlled cement concrete M-250 and curing

Cmt. complete, including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in Columns having any cross

section area upto floor two level.

10 1.05 Providing and laying controlled cement concrete M-250 and curing complete

Cmt. including the cost of formwork but Excluding the cost of reinforcement for

reinforced concrete work in Ground Beam having any cross section area.

11 0.30 Providing and laying controlled cement concrete M-200 and curing complete

Cmt. including the cost of formwork but Excluding the cost of reinforcement for

reinforced concrete work in coping.

12 0.40 Providing and laying controlled cement concrete M-200 and curing complete

Cmt. including the cost of formwork but Excluding the cost of reinforcement for

reinforced concrete work in Lintel for all floor.

13 0.30 Providing and laying controlled cement concrete M-200 and curing complete

Cmt. including the cost of formwork but Excluding the cost of reinforcement for

reinforced concrete work in Chajja for all floor.

14 2.40 Providing and laying controlled cement concrete M-200 and curing complete

Cmt. including the cost of formwork but Excluding the cost of reinforcement for

reinforced concrete work in Slab having any thickness for all floors.

15 1.20 Providing and laying controlled cement concrete M-200 and curing complete

Cmt. including the cost of formwork but Excluding the cost of reinforcement for

reinforced concrete work in Beams having any cross section area for all

SBD SECTION-7 BILL OF QUANTITIES-247

16 1112.50 T.M.T. Bars

Kgs. Providing T.M.T. Bar Fe 500. reinforcement for R.C.C.work including

bending, Binding and placing in postion complete upto foor two level.(upto

17 1.45 Providing and Laying brick work using common burnt clay building bricks

Cmt. (Conventional)having crushing strength not less than 35 Kg./Sq.Cm in

foundation and plinth in Cement Mortar. (1:6) (1 Cement : 6 fine sand)-

(A)Conventional.

18 5.30 Brick work using common burnt clay building bricks having crushing strength

Cmt. not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1-

Cement : 6 -fine sand)(B) Conventional ( Extra for brick work in

superstructure above plinth level upto floor two level (B) Conventional)

19 1.90 Providing and fixing flush door shutters, soild core construction with frame

Smt. of first class hardwood with crossboard and face veneer or plywood face

panels, including anodised aluminium butt hinges with necessary screws.

(B) Non-decorative type and block board core anodised aluminium butt

hinges in flush door shutters. (2) 35 mm thick.

20 4.35 Providing & fixing window having extruded aluminum Colour Powder

Smt. Coated section frame main outer size 95mm x 24mm x 1.17mm (of Jindal

Section no:2459 @ wt.of 0.738 Kg/mt), horizontal Three track member size

92mm x 31.75mm x 1.30mm (of Jindal Section no:8688,@ Wt.1.07 Kg/mt),

vertical member of size 92mm x 31.75mm x 1.50mm (of Jindal Section

no:8933,@ Wt. 1.06 Kg/mt) with sliding shutters of horizontal member size

40 mmx18mm x1.29mm (of Jindal Section no:8947@ wt.of 0.456 Kg/mt),

vertical member of size 40mm x 18mm x 1.29 mm (of Jindal Section no:8949

@ wt.of 0.456Kg/mt/ with 5 mm thick transparent bronze colour tinted float

glass with powder coated aluminum fittings and fixtures and transparent

silicon sealant glass fixing to frame as per details etc .Complete for Window.

21 125.00 Providing and fixing M. S. grills of requried pattern to wooden frames of

Kgs. window etc. with M. S. flats at requried spacings and frame alround square

or round bars with round headed bolts and nuts or by screws. (B) Plain Grills.

SBD SECTION-7 BILL OF QUANTITIES-248

22 6.25 Applying Priming Coat on new steel and other metal surface by throughly

Smt. cleaning, oil, grease and scoured with brushes fine steel wood, scrapers and

sand paper with ready mixed priming paint brushing red lead and Painting

two coats with synthetic enamel paint, brushing to give an even shade

including cleaning the surface of all dirt, dust and other foreign matter.

23 30.40 Providing 20 mm thick double coat mala cement plaster on interior brick /

Smt. concrete work for plastering comprising of base coat of 12 mm thick cement

plaster in cement mortar (1 Cement : 4 coarse sand) in rough finishing and

mm thick top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand) finished

with trovel including scaffolding curing etc. complete.

24 34.30 Providing 10mm thick cement plaster in single coat on brick/concrete walls

Smt. for interior plastering upto floor two level and finished even and smooth in

(ii) Cement mortar 1:4 (1-cement :4-sand) Extra over items 58 to 64 for

finishing with a floating coat of neat cement slurry. Extra over items 58 to

for plastering on ceilings and sofits of stairs upto floor two level instead of

plastering on walls.

25 42.95 Providing 20 mm thick sand faced cement plaster on wall upto height

Smt. meters above ground level consisting of 12mm thick backing coat of c.m 1:3

(1 cement : 3 sand ) and 8 mm thick finishing coat of c.m 1:1 (1 cement :

sand ) etc. complete.

26 30.40 Applying two coats of Birla (White Cement based) or Asian acrylic lappy

Smt. (putty) or equivalent & two coats of primer of approved brand and

manufacture on new wall surface to give an even shade including thoroughly

brushing the surface free from mortar dropping and other foreign matter

and sand Papered smooth.

27 64.70 Distempering (Three Coat) with oil bound washable distemper of approved

Smt. brand and manufacture and of required shade on wall surfaces to give and

even shade over and including a primer coat with alkali resistance primer of

approved brand after throughly brushing the surface free from other foreign

matter and also including preparing the surface even and sand papered

SBD SECTION-7 BILL OF QUANTITIES-249

28 42.95 Finishing wall with Weather Proof Acrylic Exterior Emulsion Paint on wall

Smt. surface (two coats) to give and required shape even shade and of approved

brand and manufacturer after throughly brushing the surface to remove all

dirts, and remians of loose powdered materials etc. complete.

29 9.00 Providing and laying 24"x24" Vitrified 8 mm to 10mm thick tiles flooring over

Smt 20 mm (average) base of cement mortar 1:6 (1 Cement : 6 Coarse Sand) and

jointed with colour cement slurry including finished with flush pointing and

cleaning the surface etc. complete. For Flooring

30 1.20 Providing and laying 24"x24" Vitrified 8 mm to 10mm thick tiles flooring over

Smt 20 mm (average) base of cement mortar 1:6 (1 Cement : 6 Coarse Sand) and

jointed with colour cement slurry including finished with flush pointing and

cleaning the surface etc. complete.For Skirting

31 7.35 Providing and laying polished Granite tiles 18 mm thick in risers of steps,

Smt skirting Dedo and pillars laid on 10 mm thick cement mortar 1 : 3 (1 cement :

3 course sand) and jointed with gray cement slurry mixed with pigment to

match the shade of slab including rubbing, polishing, Moulding etc.

complete. For Flooring, Doors & Windows Edges.

Add :- 18% of GST, Rs.

Add :- 1% of Qaulity Controll Rs.

Add :- 2% of Contingency Charges Rs.

SBD SECTION-7 BILL OF QUANTITIES-250

CHAKLASI MUNICIPALITY, CHAKALSI

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION WORK OF MRFC SHED

BEHIND POLICE STATION VAGHELA SAMAJ SMASHAN AT CHAKLASI Size :-7.00 x 10 Mt.

Item Total Amount

Qty. Description Unit

1 64.00 Excavation for base footings upto depth 1.5 m. including sorting out and

Cmt. disposing of the excavated material upto 50 m lead (loose or soft soil)

2 33.50 Earth filling in foundation trenches with available excavated earth

Cmt. including consolidation leveling etc. complete.

3 26.50 Filling in foundation and plinth with murrum or selected soil in layers of

Cmt. 20cm thickness including watering, ramming and consolidating etc.

4 59.00 Carrying out plinth treatment to post construction/existing structure by

Smt. spraying chemical solution for termite control treatment including labour

and material consistment with I.S.I specification. Using Chlordene and

chiorpurfiles 20 EC. As per 6131_paret-II consteration weight one percent

is recommended i.e. one litre 20 EC chemical emulsion with 19 liter give

1% concrentration inclusive of one litre chemical emulsion application at

the rate of 5 litre chemical/sqm of surface as recommended as per I.S.

5 8.50 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand :

Cmt. hand broken stone aggregates 40mm nominal size) and curing complete

excluding cost of form work in foundation and plinth.

6 6.50 Providing and laying cement concrete 1:4:8 (1 Cement, 4 coarse sand,

Cmt. hand broken stone aggregates 40mm. Nominal size) and curing

ecomplete excluding cost of formwork in (A) Foundation and Plinth.

7 11.50 Providing and Laying controlled cement concrete M-200 and curing

Cmt. complete, including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in Column footings. 4531.87 Cmt.

SBD SECTION-7 BILL OF QUANTITIES-251

8 2.50 Providing and laying controlled cement concrete M-200 and curing

Cmt. complete including the cost of formwork But Excluding the cost of

reinforcement for reinforced concrete work in Column upto Plinth Level

having any cross section area. 7592.17 Cmt.

9 3.50 Providing and Laying controlled cement concrete M-200 and curing

Cmt. complete, including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in Columns having any cross

section area upto floor two level. 7592.17 Cmt.

10 3.00 Providing and laying controlled cement concrete M-200 and curing

Cmt. complete including the cost of formwork but Excluding the cost of

reinforcement for reinforced concrete work in Ground Beam/Plinth

Beam having any cross section area. 6143.83 Cmt.

11 1.50 Providing and laying controlled cement concrete M-200 and curing

Cmt. complete including the cost of formwork but Excluding the cost of

reinforcement for reinforced concrete work in coping. 5463.09 Cmt.

12 2.50 Providing and laying controlled cement concrete M-200 and curing

Cmt. complete including the cost of formwork but Excluding the cost of

reinforcement for reinforced concrete work in Lintel/Chajjas for all floor.

2800.00 Providing T.M.T. Bar Fe 500-D reinforcement for R.C.C.work including

Kgs. bending, Binding and placing in position complete upto floor two level.

14 5.00 Brick work using common burnt building bricks having crushing strngth

Cmt. not less than 35 Kg./cm2 in C.M. (1:6) (1 Cement, 6 fine sand) racking out

joints curring etc. complete directed by Engineer-in-charge.

15 16.50 Brick work using common burnt building bricks having crushing strngth

Cmt. not less than 35 Kg./cm2 in super structure for Ground Floor in C.M. (1:6)

(1 Cement, 6 fine sand) racking out joints curring etc. complete directed

by Engineer-in-charge. 4289.33 Cmt.

16 122.00 Providing 15mm thick cement plaster in single coat on brick/concrete

Smt. wall for interior plastering and finished even and smooth in cement

mortar 1:4 (1 cement : 4 sand) and finishing with a floating coat of neat

cement slurry upto floor two level. 221.60 Smt.

SBD SECTION-7 BILL OF QUANTITIES-252

17 72.00 Providing 20mm thick sand faced cement plaster on wall up to height

Smt. metres above ground level consisting of 12mm thick backing coat of C.M.

1:3 (1 Cement ; 3 Sand) and 8mm thick finishing coat of C.M. 1:1 (1

Cement : 1 Sand) etc. Complete.

18 122.00 Applying two coats of Birla (White Cement based) or Asian acrylic lappy

Smt. (putty) or equivalent & two coats of primer of approved brand and

manufacture on new wall surface to give an even shade including

thoroughly brushing the surface free from mortar dropping and other

foreign matter and sand Papered smooth.

19 122.00 Distempering (Three Coat) with oil bound washable distemper of

Smt. approved brand and manufacture and of required shade on wall surfaces

to give and even shade over and including a primer coat with alkali

resistance primer of approved brand after throughly brushing the surface

free from other foreign matter and also including preparing the surface

even and sand papered smooth. 99.11 Smt.

20 72.00 Finishing wall with Weather Proof Acrylic Exterior Emulsion Paint on wall

Smt. surface (two coats) to give and required shape even shade and of

approved brand and manufacturer after throughly brushing the surface

to remove all dirts, and remians of loose powdered materials etc.

21 74.00 Providing and laying polished Kota stone slab flooring over 20mm

Smt. (Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or

L.M. 1.1.5 laid over and jointed with grey cement slurry including rubbing

and polishing etc. complete. (B) 30 mm thick 1056.26 Smt.

22 39.00 Steel Work Riveted, in built up sections, framed work including cutting,

Qutl. hoisting fixing in position not applying a priming coat of red lead paint.

(D) In Trusses and Trussed purlins upto 25 m span and 15 mt overall

SBD SECTION-7 BILL OF QUANTITIES-253

23 172.50 Providing corrugated G.I. sheet of class-3 roofing fixed with galvanished

Smt. iron J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I.

limpet washer or G.I. limpet washer, filled with white lead complete

excluding the cost of purlins, Rafters and trusses.(1) 0.80mm thick sheet.

Add : 5% For Electrification, Rs.

Add :- 18% of GST, Rs.

Add :- 1% of Qaulity Controll Rs.

Add :- 2% of Contingency Charges Rs.

SBD SECTION-7 BILL OF QUANTITIES-254