BID DOCUMENTS FOR CONSTRUCTION WORK OF TOILET BLOCK,ROOM GATE,SITTING SHED, DRAINAGE LINE AND C.C.ROAD IN VARIOUS AREA AT ODE NAGARPALIKA UNDER: SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJANA YEAR: 2024-25 (SCSP).

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

Ode Nagarpalika

SECTION-7 BILL OF QUANTITIES-315

ODE MUNICIPALITY, ODE

NAME OF WORK :- ESTIMATE FOR MS GATE AT HARIJAN SMASHAN IN WARD NO-6 ON SHILI PICKUP

Item Qty. Description Total Unit Amount

1 8.00 Excavation for foundation upto 1.5 m depth including

Cmt. sorting out and stacking of useful materials and

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

Loose or soft soil 122.94 Cmt.

2 1.50 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

3 7.00 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. 136.92 Cmt.

4 1.00 Providing and laying cement concrete (1:4:8) (1 Cement,

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

and curing complete excluding cost of formwork in

foundation and plinth. 2905.71 Cmt.

5 1.50 Providing and Laying controlled cement concrete M-200 and

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

the cost of reinforcement for reinforced concrete work in

Column footings. 4780.33 Cmt.

6 0.50 Providing and laying controlled cement concrete M-200 and

Cmt. curing 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 0.50 Providing and Laying controlled cement concrete M-200 and

Cmt. curing 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-316

8 1.00 Providing and laying controlled cement concrete M-200 and

Cmt. curing complete including the cost of formwork but Excluding

the cost of reinforcement for reinforced concrete work in

Ground Beam having any cross section area.

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

Kgs. including bending, binding and placing in position complete

upto floor two level 77.29 Kg.

10 5.50 20 mm thick sand faced cement plaster on walls up to heinht

Smt 10 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. 352.44 Smt.

11 5.29 Finishing wall with water proof exterior emulsion apex paint

Smt of on 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.

12 230.00 Providing and fixing M.S. grills of required pattern to wooden

Kgs. frames of windows etc. with M.S. flats at required spacings

and frame alround, square or round bars with round headed

bolts and nuts or by screws. (A) PLAIN GRILL.

13 7.00 Applying priming coat over new steel and other metel surface

Smt. after and including preparing the surface by throughly

cleaning, oil,grease, dirt and other foreign matter and

scoured with brushes fine steel wood, scrapers and sand

paper with ready mixed priming paint brushing red lead. 36.93 Smt.

14 7.00 Painting three coats (excluding priming coat) on new steel

Smt. and other metal surface with enamel paint, brushing, interior

to give an even shade including cleaning the surface an even

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

foreign matter. 150.17 Smt.

Total Amount, Rs.

Total Amount, Rs.

Add :- 18% of GST, Rs.

Add :- 1% of Quality Controll, Rs.

Add :- 2% of Contingency Charges, Rs.

SBD SECTION-7 BILL OF QUANTITIES-317

ODE MUNICIPALITY, ODE

NAME OF WORK :- ESTIMATE FOR PROPOSED ROOM AT HARIJAN SMASHAN IN WARD NO-6 ON SHILI

PICKUP STAND AT ODE

Item Qty. Description Total Unit Amount

1 22.50 Excavation for base footings upto depth 1.5 m. including sorting out

Cmt. and disposing of the excavated material upto 50 m lead (loose or

2 3.89 Excavation for foundation for depth from 1.5 m to 3.0 m including

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

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

3 18.00 Earth filling in foundation trenches with available excavated earth

including consolidation leveling etc. complete.

4 4.00 Filling in foundation and plinth with murrum or selected soil in layers

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

5 13.50 Carring out plinth treatment to post construction / existing structure

Smt. by 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

Consentration Weight one percent is recommended i.e one litre

EC chemical emulsion with 19 liter give 1 % concrentration

inclusive of one litre chemical emulsion appication at the rate of

Litre chemical / Sqm of surface is recommended as per I.S

6 4.00 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.

SBD SECTION-7 BILL OF QUANTITIES-318

7 Providing and laying controlled cement concrete M-200 and curing

complete excluding the cost of formwork and reinforcement of

reinforced concrete work in

a. 3.70 -- do -- for R.C.C. Column Footing 4623.28 Cmt.

b. 1.00 -- do -- for R.C.C. Column Up to pl 7839.62 Cmt.

c. 1.00 -- do -- for R.C.C. Column 8892.04 Cmt.

d 1.30 -- do -- for Ground Beam 5947.89 Cmt.

e 0.50 -- do -- for Coping 5203.52 Cmt.

f 0.50 -- do -- for R.C.C. Lintel 6941.73 Cmt.

g 0.20 -- do -- for Chhajja & Pardi 6941.73 Cmt.

h 1.50 -- do -- for R.C.C. Beam 6534.70 Cmt.

i 2.60 -- do -- for R.C.C. Slab 6606.41 Cmt.

1240.00 Providing and supplying TMT Fe-500 bar steel reinforcment for

Kgs. R.C.C work including bending, binding and placing in position etc.

complete 77.29 Kg.

9 1.30 Brick work using common burnt building bricks having crushing

Cmt. strngth 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. 4214.33 Cmt.

10 7.50 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. 4496.05 Cmt.

SBD SECTION-7 BILL OF QUANTITIES-319

11 2.90 Providing and fixing window having extruded aluminum Colour

Smt. anodized section frame main outer size 63.50 x 38.10 x

mm,@ Wt 1.094 Kg / Rmt, horizontal two track member size

mm x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical member

of size 61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with

sliding shutters of horizontal member size 40mm x 18mm x

1.29mm @ wt.of 0.456Kg/mt, vertical member of size 40mm x

18mm x 1.29mm @ wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with

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.

12 1.90 Provoding and fixing flush door shutters, solid core construction

Smt. with frame of first class hardwood with cross board and face veneer

or plywood face panels, including anodised alluminium butt hinges

with necessary screws. (B) Non-decorative type and block board

core anodised alluminium butt hinges in flush door shutters (2)

mm thick. 1829.74 Smt.

13 39.10 Providing 15mm thick cement plaster in single coat on Rough

Smt. (Similar)side of single or half brick walls for interior plastering upto

floor two level and finished even and smooth in (i) Cement mortar

1:3 (1-cement:3-sand) finishing with a floating coat of neat cement

14 17.60 Providing 10mm thick cement plaster in single coat on

Smt. brick/concrete walls for interior plastering upto floor two level and

finished even and smooth in (ii) Cement mortar 1:4 (1-cement :4-

sand) finishing with a floating coat of neat cement slurry.

15 51.50 Providing and Laying 20 mm thick sand face cement plaster on

Smt. Walls upto height of 10 mts. Above ground level consisting of

12mm thicjk backing coat of C.M 1:3 (1 Cement, 3 Sand ) and

mm thick finishing coat of C.M 1:1 (1 Cement, 1 Sand) etc.

16 57.00 Applying two coats of putty & two coats of primer of approved brand

Smt. and manufacture on new wall surface to give an even shade

including throughly brushing the surface free from mortar dropping

and other foreign matter and sand papered smooth.

SBD SECTION-7 BILL OF QUANTITIES-320

17 57.00 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 to give and even shade free from foreign

matter and also including preparing the surface even and smooth.

18 51.50 Finishing wall with Weather Proof Acrylic Emulsion Exterior Paint

Smt. on wall surface (two coat) to give and even shade and of approved

brand and manufacture including throughly brooming and brushing

the surface to remove all dirts, and remians of loose powdered

material. 60.14 Smt.

19 14.80 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm

Smt. (average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on

new surface or fixing on existing flooring by adhesive material

including dismentaling of existing flooring and jointed with color

cement slurry including finised with flush pointing & cleaning the

surface etc. complete for light shade

20 1.30 Providing and laying polished kota stone slab 25mm thick in risers

Smt of steps, dado and pillars laid on 10 mm thick cement mortar 1:3 (1

Cement, 3 Coarse Sand) and jointed with grey cement slurry

including rubbing and polishing etc. complete.

21 3.55 Providing and supplying in standard length ISI mark rigid

Rmt. unplasticised PVC pipes suitable for potable water with ring fit joint

including cost of rings, as per IS Specification no. 4985/1988

including all local and central taxes, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to the

departmental stores and including cost of jointing material etc.

complete. 339.05 Rmt.

SBD SECTION-7 BILL OF QUANTITIES-321

22 16.90 Providing and laying broken chine mosaic flooring for terrace using

Smt. 12 mm to 20 mm broken pieces of glazed tiles to be laid over

cement mortar 1:3 to plain or slope and to be tempered to bring

mortar creme out upto surface using white cement including

rounding off junctions and extending them upto 15 cm along the

wall,clearing with water and oxalic acid etc. as directed.

Add :- 5% for Electrification, Rs.

Add :- 18% of GST, Rs.

Add :- 1% of Quality Controll, Rs.

Add :- 2% of Contingency Charges, Rs.

SBD SECTION-7 BILL OF QUANTITIES-322

ODE MUNICIPALITY, ODE

NAME OF WORK :- ESTIMATE FOR PROPOSED SITTING SHED AT HARIJAN SMASHAN ON ODE-BHAROD

Item Qty. Description Total Unit Amount

1 4.70 Excavation for base footings upto depth 1.5 m. including

Cmt. sorting out and disposing of the excavated material upto

m lead (loose or soft soil)

2 0.50 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.

3 10.70 Filling in foundation and plinth with murrum or selected soil

Cmt. in layers of 20cm thickness including watering, ramming and

consolidating etc. complete.

4 23.80 Carrying out plinth treatment to post construction/existing

Smt. structure by 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

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 4.90 Providing and laying cement concrete 1:4:8 (1- Cement : 4-

Cmt. coarse sand : 8- hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

6 Providing and laying controlled cement concrete M-200 and

curing complete including the cost of formwork and

excluding the cost of reinforcement of reinforced concrete

a. 1.00 -- do -- for R.C.C. Column Padestal 7839.62 Cmt.

SBD SECTION-7 BILL OF QUANTITIES-323

b. 2.20 -- do -- for Ground Beam 5947.89 Cmt.

c. 0.60 -- do -- for Coping 5203.52 Cmt.

d. 1.10 -- do -- for Sitting Platform 6606.41 Cmt.

540.00 Providing and supplying TMT Fe-500 bar steel reinforcment

Kgs. for R.C.C work including bending, binding and placing in

position etc. complete

8 3.30 Brick work using common burnt building bricks having

Cmt. crushing 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-

9 5.30 Brick work using common burnt building bricks having

Cmt. crushing 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-

10 33.00 Providing 15 mm. thick cement plaster in single coat on

Smt. Rough (similar) side of single or half brick walls for interior

plastering upto floor two level and finished even and smooth

in. (II) cement mortar 1 : 4 (1 cement : 4 sand) Extra over

item 58 to 64 for finishing with a floating coat of neat cement

slurry. (upto 10 ton)

11 36.80 Providing and Laying 20 mm thick sand face cement plaster

Smt. on Walls upto height of 10 mts. Above ground level

consisting of 12mm thicjk backing coat of C.M 1:3 (1

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

(1 Cement, 1 Sand) etc. complete.

SBD SECTION-7 BILL OF QUANTITIES-324

12 33.00 Distempering (Three Coat) with oil bound washable

Smt. distemper of 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 to

give and even shade free from foreign matter and also

including preparing the surface even and smooth. 104.07 Smt.

13 36.80 Finishing wall with Weather Proof Acrylic Emulsion Exterior

Smt. Paint on wall surface (three coat) to give and even shade

and of approved brand and manufacture including throughly

brooming and brushing the surface to remove all dirts, and

remians of loose powdered material. 120.26 Smt.

14 9.50 Steel work, welded in built up sections framed work including

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

coat of read 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 (upto 10 ton)

15 23.80 Painting two coats (including priming coat) on new steel and

Smt. other metal surface with enamel paint, brushing, interior to

give an even shade including cleaning the surface an even

shade including cleanicn the surface of all dirt, dust and

other foreign matter.

16 29.70 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.

17 44.60 Providing and laying polished kota stone slab 25mm thick in

Smt. risers of steps,skirting Dedo and pillars laid on 10mm thick

cement mortar 1:3 (1-Cement : 3 coarse sand) and jointed

with gray cement slury mixed with pigment to match the

shade of slab including rubbing and polishing etc. complete.

Add :- 5% for Electrification, Rs.

Add :- 18% of GST, Rs.

Add :- 1% of Quality Controll, Rs.

Add :- 2% of Contingency Charges, Rs.

SBD SECTION-7 BILL OF QUANTITIES-325

ODE MUNICIPALITY, ODE

NAME OF WORK :- ESTIMATE FOR PROPOSED TOILET BLOCK AT HARIJAN SMASHAN ON ODE-BHARODA

Item Qty. Description Total Unit Amount

1 15.70 Excavation for base footings upto depth 1.5 m. including sorting

Cmt. out and disposing of the excavated material upto 50 m lead

(loose or soft soil)

2 2.70 Excavation for base footings upto depth 1.5 m. including sorting

Cmt. out and disposing of the excavated material upto 50 m lead

(loose or soft soil)

3 15.40 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

4 4.50 Filling in foundation and plinth with murrum or selected soil in

Cmt. layers of 20cm thickness including watering, ramming and

consolidating etc. complete.

5 4.00 Carrying out plinth treatment to post construction/existing

Smt. structure by 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 8.50 Providing and laying cement concrete (1:4:8) (1 Cement,

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

curing complete excluding cost of formwork in foundation and

plinth. 2905.71 Cmt.

7 Providing and laying controlled cement concrete M-200 and

curing complete including the cost of formwork and excluding

the cost of reinforcement of reinforced concrete work in

SBD SECTION-7 BILL OF QUANTITIES-282

a 3.67 -- do -- for Col footing 4623.28 Cmt.

b 1.28 -- do -- for Col up to PL 7839.62 Cmt.

c 0.90 -- do -- for Ground Beam 5947.89 Cmt.

d 0.20 -- do -- for Plinth Beam 5947.89 Cmt.

e 0.30 -- do -- for Coping 5203.52 Cmt.

f 0.50 -- do -- for R.C.C. Lintel 6941.73 Cmt.

g 0.30 -- do -- for Chhajja 6941.73 Cmt.

h 1.00 -- do -- for Col 8892.04 Cmt.

i 0.90 -- do -- for Beam 6534.70 Cmt.

j 1.40 -- do -- for R.C.C. Slab 6606.41 Cmt.

1007.00 Providing T.M.T. Bar Fe 500 / 500-D reinforcement for

Kgs. R.C.C.work including bending, binding and placing in position

complete upto floor two level.(upto 10 ton)

9 1.60 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.

10 5.70 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.

11 7.60 (i) Half brick masonry in common brunt clay building bricks

Smt. having crushing strength not less than 35 kg/sq. cm. in cement

mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.

(B) Conventional (upto 10 ton)

SBD SECTION-7 BILL OF QUANTITIES-283

12 1.90 Providing and fixing flush door shutters, soild core construction

Smt. with frame 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 alluminium butt hinges in flush

door shutters. (2) 35 mm thick.

13 3.20 Providing and fixing FRP frame size 125 x 65 mm and 35 mm

Smt. thick FRP shutter with wood grain raised panneled design finish

shutter having extra reinforcement on side & edges in Gel coat

finish. The core of the shutter & frame is to be filed up with

injected polyurethene foam done in situ alongwith embedded

wooden pieces for stiffening & also taking hinges & fintures.

The whole FRP frame & Shutter is to be water proof weather

proof, termite proof & resistance to mild acid/alkhli. Rates are to

be inclusive of S.S.hinges with fastener Sleeve & alluminium

fixtures & fastenings.

14 1.50 Providing and fixing glazed louverd glass windows and

Smt. ventilators with teakwood frame 10cm x 7cm size including the

cost of oil painting to wood work etc. complete.(A)C.M 1:3

15 68.00 Providing and fixing M. S. grills of requried pattern to wooden

Kgs. frames of 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

16 44.80 Providing 15 mm. thick cement plaster in single coat on Rough

Smt. (similar) side of single or half brick walls for interior plastering

upto floor two level and finished even and smooth in. (II) cement

mortar 1 : 4 (1 cement : 4 sand) Extra over item 58 to 64 for

finishing with a floating coat of neat cement slurry. (upto 10 ton)

17 10.70 Providing 10 mm. thick cement plaster in single coat on

Smt. brick/concrete walls for interior plastering up to floor two level

and finished even and smooth in. (II) cement mortar 1 : 4 (1

cement:4 sand) Extra over item 58 to 64 for finishing with a

floating coat of neat cement slurry. (upto 10 ton) Extra over

items 58 to 71 for plastering on cellings and sofits of stairs upto

floor two level instead of plastering on walls.

SBD SECTION-7 BILL OF QUANTITIES-284

18 34.70 Providing and Laying 20 mm thick sand face cement plaster on

Smt. Walls upto height of 10 mts. Above ground level consisting of

12mm thicjk backing coat of C.M 1:3 (1 Cement, 3 Sand ) and

mm thick finishing coat of C.M 1:1 (1 Cement, 1 Sand) etc.

complete. 352.44 Smt.

19 55.50 Distempering (Three Coat) with oil bound washable distemper

Smt. of 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 to give and even shade free from

foreign matter and also including preparing the surface even

20 34.70 Finishing wall with Weather Proof Acrylic Emulsion Exterior

Smt. Paint on wall surface (three coat) to give and even shade and of

approved brand and manufacture including throughly brooming

and brushing the surface to remove all dirts, and remians of

loose powdered material.

21 9.70 Providing & Laying 24 "x 24" vitrified 8 mm thick tile flooring

Smt. over 20 mm ( average) base of cement mortar 1:6 (1: cement :

6 coarse sand ) on new surface or fixing on existing flooring by

adhesive material including dismentaling of existing flooring and

jointed with color cement slurry including finised with flush

pointing & cleaning the surface etc. complete for antiskit . (upto

22 4.40 Providing and laying white glazed tiles 6mm thick in flooring,

Smt treads of steps and landing laid on a bed of 12mm thick cement

mortar 1:3 (1 Cement : 3 Coarse Sand) finished with flush

pointing in white cement.

23 20.80 Providing and laying white glazed tiles 6mm thick in skitring

Smt risers of steps and dado on 10mm thick cement plaster 1:3 (1

cement : 3 coarse sand) and pointing in white cement jointed

with white cement slurry. 985.47 Smt.

24 10.60 Providing and laying broken china mosaic flooring for terrace

using 12mm to 20mm broken pieces of glazed tiles to be laid

over cement mortar 1:3 to plain or slope and to be tempered to

bring mortar crème out upto surface using white cement

including rounding off junctions and extending them upto 15cm

along the wall, clearing with water and oxalic acid. etc. as

SBD SECTION-7 BILL OF QUANTITIES-285

25 12.00 Providing, Supplying, Lowering and Laying in standard length

Rmt. ISI mark rigid unplasticised PVC pipes suitable for potable water

with ring fit joint including cost of rings, as per IS Specification

no. 4985/1988 including all local and central taxes,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to the departmental stores and

including cost of jointing material etc. complete.75 MM

26 3.00 Providing and fixing wash down water closet European type

Nos. W.C. Pan with integral "P" or "S" trap and PVC flushing cistern

with a pair of C.L.I. or Mild Steel Brackets, complete with fittings

such as lead value siphon, 15mm nominal size brass ball value

with polythene float, C.P. Brass handle unions and couplings for

connections with inlet, outlet and over flow pipes, 40 mm dia

flush bend including cutting holes in walls and making good the

same connecting the flush bend with cistern and closet etc.

comp. incl plastic sheet cover including jointing trap with pipe in

C.M. 1:1 ( Cement : 1 fine sand) (a) Viterous China - (i) In White

27 3.00 Providing and fixing G.I. Inlet Connection for flush pipe with

Nos. W.C. Pan. 26.72 Nos.

28 2.00 Providing and fixing 430mm x 260mm x 350mm size white

Nos. earthen ware flat back or corner type urinal of approved quality

including. Connections the urinal with waste pipe, stop tap etc.

29 10.00 Providing and fixing screw down bib tap of following size (A)

Nos. Brass screw bib tap polished bright - 15mm

30 2.00 Providing and fixing gun metal chek or non return fullway wheel

Nos. valve. (A) 15 mm Dia. 186.83 Nos.

31 4.00 Providing and fixing 100 mm dia sand cast iron grating for gully,

Nos. floor or nanhi trap. 36.98 Nos.

32 4.00 Providing and fixing Cast Iron (Spun nahni trap of the 100mm.

Nos. Inlet and 50mm. Dia outlet having self cleaning design with C. I.

Screwed down or hinged grating and stainless steel jali at F.F.I.

Including cost of making cuts in walls slab floor etc. and making

them as per original testing etc. complete as directed by

Engineer-in-charge.

SBD SECTION-7 BILL OF QUANTITIES-286

33 4.00 Providing and fixing S.W. gully trap with C.I. grating brick

Nos. masonry chamber and water tight C.I. cover with frame of

300mm x 300mm size (inside) with standard weight.(i) Square

mouth traps.(B) 150mm x 100mm size P or R type

34 2.00 Providing, laying and constructing brick masonry chamber for

Nos. underground C. I. Inspection Chamber and bends with bricks

having crushing strength not less than 35Kg./Cm2 on C. M.

(1:5) (1 cement, 5 Sand) C. I. Cover with frame (light duty) of

455mm x 610mm internal dimension total weight of cover with

frame to be not less than 38.00 Kgs. (Wt. of Cover 38 Kgs. and

wt. of Frame 15 Kgs.) with R.C.C. top slab with 1:2:4 (1 cement,

2 Coarse sand, 4 graded stone (Kapachi) ) foundation concrete

1:5:10 (1 cement, 5 Coarse sand, 10 brick bats of 40mm

nominal size) inside plaster 15mm. thick with C. M. 1:3 (1

cement, 3 Coarse sand) finished smooth with a floating coat of

neat cement slurry on walls and bed concrete including curing

etc. complete as directed by Engineer-in-charge.

Inside dimensions 455mmx 610mm and 450mm deep for single

pipe line. 2932.93 Nos.

35 20.00 Providing laying and jointing in true line and level 25mm dia.

Rmt. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as

approved by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or shall be

concealed as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

36 30.00 Providing, laying and jointing in true line and level 15 mm dia

Rmt. U.P.V.C. Pipe (SCH-40) for cold water including fittings make as

Prince/ supreme/astral/finolex or equivalent as approved by

Engineer In Charge. Pipe shall be fixed on the wall with the help

of clamp at every two meter c/c. or shall be concealed as

directed including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent, including

cost of all materials.

37 20.00 Providing and fixing to wall ceiling and floor10.0 kgf/cm2

Rmt. working pressure poluthene pipes of the following outside dia.

low density, complete with special falnge compression type

fittings, wall clips etc. including making good the wall celling

and floor.(75mm) 280.23 Rmt.

38 500.00 Providing erecting and fixing double coated syntex PVC ISI or

Ltr. equivalent PVC (ISI) mark water tank of required capecity each

with all necessary fittings & connection etc. complete on terrace

SBD SECTION-7 BILL OF QUANTITIES-287

39 2.00 Providing and fixing white viterous china flat back wash basin of

Nos. 550mm x 400mm size with single hole for pillar tape with C.I. or

M.S. brackets painted white including cutting holes and making

good the same. Rates including providing and fixing 32mm dia

C.P. Brass waste couplin, 32mm dia M.I. Fisher unit, Brass

screw down stop tap of 15mm dia pillar tap capstan head, screw

down high pressure with screws, shanks, back nuts, PVC pipe

& 32mm dia flexible waste pipe up to Nani Trap etc. complete

as directed by engineer in charge.

Add :- 5% for Electrification, Rs.

Add :- 18% of GST, Rs.

Add :- 1% of Quality Controll, Rs.

Add :- 2% of Contingency Charges, Rs.

SBD SECTION-7 BILL OF QUANTITIES-288

ODE MUNICIPALITY, ODE

ESTIMATE FOR PROPOSED DRAINAGE LINE FROM HARIJAN VAS TO PRIMARY SCHOOL BADHIPURA AREA WARD No.1 AT ODE

Sr. No. Item Description Unit Quantity Total Amount (in

Rate (in Rupees)

A Proposed Sewer collection Network Rupees)

1 Providing and supplying ISI Standard R.C.C. pipes(of Sulphate Resisting

Cement) in standard lengths of following class and diameter suitable for

either collar joints or rubber ring joints including all taxes, insurance,

transportation,freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc. Note : One

collar should be supplied with each full length plain ended RCC pipe, cost

included in rates below. Onerubber ring should be supplied with each full

length socketed pipe, cost included in rates below.

2 Lowering, laying and jointing R.C.C. pipes in C.M 1:1 1/2of following in

proper position ,grade and alignment as directed by Engineer in charge

including conveyence from stores to site work, labour,giving hydraulic

testing as per ISI code etc complete.

3 Excavation for pipe line trenches for water supply, sewerage line, manhole

etc. all with shoring and struting if required as per required gradient and line

including safety provisions using site rails and stacking excavated stuff

including up to all required lead cleaning the site etc. complete for all lifts

and strata as specified.

3.1 Excavation from 0.0 Mt To 1.50 Mt Depth M³ 462.00 102.35

4 Refilling the pipe line trenches incl. ramming, watering, consolidating

disposal of surplus stuffetc., complete with all lead and lift as directed

within a radius of 3 km Refilling as directed by the engineer.

5 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store

or at site of work precast RCC M.200 Frame & cover suitable to drainage

M.H. and as per type design & Drawing including cost of reinforcement M.S.

Angles or Flat, curring mold work etc.

5.1 Frame suitable for 50 cm opening of MH No. 10.00 1121.00

5.2 Cover suitable for 50 cm opening of MH No. 10.00 1173.00

SBD SECTION-7 BILL OF QUANTITIES-326

6 Providing and constructing Sewer manholes, scraper manholes and unit

house connection chamber, as per the type design in brick masonry in C. M.

1:5 and inside and outside 20mm thick plastering in C. M. 1:3 necessary

100 mm coping with reinforcement in R.C.C.M.200 fixing C. I. steps and

fixing manhole frame and covers (But excluding supply of manhole frame

and covers) over manholes and houseconnection chambers and fixing

Manhole covers (but excluding supplying of manhole covers) over scraper

manhole etc. complete, providing and fixing safety chain wherever

necessary as per the stipulations in the type design complete as per latest

CPHEEO manual.(excl. excavation).

6.1 Manhole type "A" Circular type having inside diameter of 1200 mm for depth

upto 1.5 m depth (for 150 mm to 500 mm dia sewer)

6.1.1 Manhole type "A" as above but upto 1.0 M depth. No. 10.00 14005.85

6.2 Extra depth beyond 1.0 M but upto 1.5 M depth for "A" type manhole above.

7 Excavation for Sewer Collecting System and sewer manholes including all

safety provision using site rails and removing and spreading the excavated

stuffs directed with lead upto 90 M including cost of Dewatering of Soak Pits

coming across the lines passing line through soak pits and reparing of the

same including restoration the infrastructure facilities like water pipe

line,gas pipe line, electricity, telephone cables etc.

7.1 Upto1.50m depth M³ 129.65 102.35

8 Dewatering by pumping set of required capacity including temporary

platform carting pumping at site and fixing the same in position including all

accessories, and fuel and labour etc. complete.

10 HP pump * 10 Hrs Per Day*30=3000 HPhrs HP/HR 3000.00 21.07

Add :- 18% of GST, Rs.

Add :- 1% of Quality Controll, Rs.

Add :- 2% of Contingency Charges, Rs.

SBD SECTION-7 BILL OF QUANTITIES-327

ODE MUNICIPALITY, ODE

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION WORK OF C. C. ROAD

FROM HARIJAN VAS TO PRIMARY SCHOOL BADHIPURA AREA WARD No.1 AT ODE

Qty. Description Unit Amount

1 224.00 Box Cutting the Road Surface to proper slope and camber for

Cmt. making a base for road work including removing the excavated

stuff and dipositing to road slope as directed all lead and lift etc.

complete upto 50 mt. Lead

2 112.00 Providing and laying compacted 100 mm thick B.T. Metalling (45

Cmt. to 63 mm size) using Stone screening 13.2 mm of 0.16 Cmt./10

Smt. and 0.08 Cmt./10 Smt., Stone Dust including spreading in

uniform layer, watering and consolidation by vibratory roller

achived the desired density, as per clause.404 of M.O.R.T. & H.

specification etc. complete. 1556.16 Cmt.

3 112.00 Providing and laying cement concrete (1:4:8) (1 Cement,

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

curing complete excluding cost of formwork in foundation and

4 168.00 Providing and laying cement concrete work M200 and curing

Cmt. complete excludng the cost of form work an reinforcement of

reinforced concrete work.

5 1120.00 Labour charges for concreting with vacume dewatering

Smt. Technique (Trimix or equivalent type) including loading,

unloading, carting, companing complete with "C" channelas as

per requirement and labour charges on directed by Engineer-in-

6 34.00 Supplying and Fixing of pre-moulded bituminous joint filler. (i)

Smt. 12mm thick as directed by Engineer-in-charge.

SBD SECTION-7 BILL OF QUANTITIES-328

7 10.00 Renovation of manhole by increasing the height at top including

Nos. cost of excavation, refitting of C. I. manhole frame and cover

curing etc. complete incl. all carting and providing of materials

which is required for the purpose (except manhole frame and

cover) For all type manhole by providing RCC 1:2:4 Partition

walls with required reinforcement 25 cm thick and circular

opening with 500mm clear dia and 0.40 mt. av. ht.

Add :- 18% of GST, Rs.

Add :- 1% of Quality Controll, Rs.

Add :- 2% of Contingency Charges, Rs.

SBD SECTION-7 BILL OF QUANTITIES-329