New Gujarat Pattern-2025-26 , Construction of Smasanbhumi at Village Keldha , Tal. Kaparada , Dist. Valsad.

Name of work :- New Gujarat Pattern-2025-26 , Construction of Smasanbhumi at Village Keldha , Tal. Kaparada

: : BILL OF QUANTITIES : :

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

Sr. according to

but may Item of work Unit

No. In figures In Words estimated

1 52.90 Excavation for foundation upto 1.5M depth 254.37 Rupees Two Cu.mt

including sorting out and stacking of Hundred Fifty

useful materials and disposing of the Four and Paise

excavated stuff upto 50 Meter lead. Thirty Seven Only

( C ) Hard Murrum

2 27.34 Excavation for foundation depth from 1.50m 287.48 Rupees Two Cu.mt

to 3.00m including sorting out and Hundred Eighty

stacking of useful materials and Seven and Paise

disposing of the excavated stuff upto 50 Forty Eight Only

Meter lead. ( D )Soft rock not

required blasting

3 7.18 Providing and laying cement concrete 1:4:8 2680.21 Rupees Two Cu.mt

( 1 Cement : 4 Coarse sand : 8 hand broken Thousand Six

stone aggregate 40mm nominal size ) and Hundred Eighty

curing complete excluding the cost of and Paise Twenty

formwork and reinforcement for reinforced One Only

concrete wirk(A) Foundations and Plinth

4 7.75 Providing and laying cement concrete 1:2:4 3948.18 Rupees Three Cu.mt

( 1 Cement : 4 Coarse sand : 4 -graded Thousand Nine

stone aggregate 20mm nominal size ) and Hundred Forty

curing complete excluding the cost of Eight and Paise

formwork and reinforcement for reinforced Eighteen Only

concrete wirk in (A) Foundations,

footings,Base or columns and mass

5 4.10 Providing and laying ordinary cement 10040.66 Rupees Ten Cu.mt

concrete 1:2:4 ( 1 Cement : 4 Coarse sand : Thousand Forty

4 -graded stone aggregate 20mm nominal and Paise Sixty

size ) and finishing smooth with curing etc. Six Only

complete including the cost of formwork but

excluding the cost of reinforcement for

R.C.C. work in:(B) COLUMNS, up to gl-pl

6 63.17 Filling available excavated earth 130.39 Rupees One Cu.mt

(excluding rock) in trenches. plinth, Hundred Thirty

sides of foundations etc. in layers not and Paise Thirty

exceeding 20cm. in depth consolidating Nine Only

each disposited layer by ramming and

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

Sr. according to

but may Item of work Unit

No. In figures In Words estimated

7 8.46 Providing and laying ordinary cement 7665.60 Rupees Seven Cu.mt

concrete 1:2:4 ( 1 Cement : 4 Coarse sand : Thousand Six

4 -graded stone aggregate 20mm nominal Hundred Sixty

size ) and finishing smooth with curing etc. Five and Paise

complete including the cost of formwork but Sixty Only

excluding the cost of reinforcement for

R.C.C. work in:(A) BEAMS, gb-pb

8 640.74 Filling foundation and plingth with murrum 289.06 Rupees Two Cu.mt

or selected soil in layer of 20 cm in Hundred Eighty

thickness including ramming watering and Nine and Paise

consolidating etc. complete. Six Only

9 4.12 Providing and laying ordinary cement 10040.66 Rupees Ten Cu.mt

concrete 1:2:4 ( 1 Cement : 4 Coarse sand : Thousand Forty

4 -graded stone aggregate 20mm nominal and Paise Sixty

size ) and finishing smooth with curing etc. Six Only

complete including the cost of formwork but

excluding the cost of reinforcement for

R.C.C. work in:(B) COLUMNS, for ground

10 15.91 Brick work using Hydraulically Pressed 4021.02 Rupees Four Cu.mt

burnt clay building brick having crushing Thousand Twenty

strength not less than 35 kg/sq. cm. in One and Paise

foundation and plinth in Cement mortar 1:6 Two Only

(1 Cement : 6 fine sand) ( B) Conventional

method.up to PL

11 6.36 Providing and laying ordinary cement 7665.60 Rupees Seven Cu.mt

concrete 1:2:4 ( 1 Cement : 4 Coarse sand : Thousand Six

4 -graded stone aggregate 20mm nominal Hundred Sixty

size ) and finishing smooth with curing etc. Five and Paise

complete including the cost of formwork but Sixty Only

excluding the cost of reinforcement for

R.C.C. work in:(A) BEAMS, slab beams

12 13.64 Brick work using Hydraulically Pressed 4295.99 Rupees Four Cu.mt

burnt clay building brick having crushing Thousand Two

strength not less than 35 kg/sq. cm. in Hundred Ninety

foundation and plinth in Cement mortar 1:6 Five and Paise

(1 Cement : 6 fine sand) ( B) Conventional Ninety Nine Only

method.for ground floor

13 6.96 Providing and laying cement concrete 1:4:8 2680.21 Rupees Two Cu.mt

( 1 Cement : 4 Coarse sand : 8 hand broken Thousand Six

stone aggregate 40mm nominal size ) and Hundred Eighty

curing complete excluding the cost of and Paise Twenty

formwork and reinforcement for reinforced One Only

concrete wirk(A) Foundations and Plinth -

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

Sr. according to

but may Item of work Unit

No. In figures In Words estimated

14 9.94 Providing and laying ordinary cement 6888.15 Rupees Six Cu.mt

concrete 1:2:4 ( 1 Cement : 4 Coarse sand : Thousand Eight

4 -graded stone aggregate 20mm nominal Hundred Eighty

size ) and finishing smooth with curing etc. Eight and Paise

complete including the cost of formwork but Fifteen Only

excluding the cost of reinforcement for

R.C.C. work in:(A) slab

15 3367.75 Providing TMT Bar FE 500 D reinforcement 76.21 Rupees Seventy Kg

for R.C.C. work including bending ,binding Six and Paise

and placing in position complete up to floor Twenty One Only

16 74.57 Providing 15mm thick cement plaster in 220.01 Rupees Two Sq.mt

single coat on rough (similar)side of single Hundred Twenty

or half brick walls for interior plastering upto and One Paisa

floor two level and finished with a floating Only

coat of neat cemrnt slurry (ii) Cement mortar

1:3 (1-cement :3-sand)

17 125.99 Providing 10 mm thick cement plaster in 153.67 Rupees One Sq.mt

Single coat on brick/concrete wall for Hundred Fifty

interior plastering finished even and smooth Three and Paise

in (ii) cement mortar 1:3 (1 cement : 3 sand) Sixty Seven Only

Ground floor ceiling

18 185.62 20 mm thick sand faced cement plaster with 300.66 Rupees Three Sq.mt

gutkha finish on wall up to all height above Hundred and

ground level consisting of 12mm thick Paise Sixty Six

backing coat of c.m. 1:3 (1 cement : sand) Only

and 8 mm thick finishing coat of c.m. 1:1 (1

cement : 1 sand) etc. Complete

19 87.64 P & L polished kotastone slab flooring over 965.59 Rupees Nine Sq.mt

20mm (average) thick base of cement Hundred Sixty

mortar 1:6 ( 1 cement: 6 coarse sand) laid Five and Paise

over and jointed eith grey cement slurry Fifty Nine Only

mixed with pigment to match the shed of

slab including rubbing and pollishing etc.

complete (A) 25mm thick

20 386.20 Finishing Wall with weather proof exterior 114.53 Rupees One Sq.mt

emulsion painting (two coats) to give an Hundred

required shape even shade after Fourteen and

thoroughly brushing the surface remove all Paise Fifty Three

dirt and remains of loose powdered Only

materials with a coat of cement washing

21 1000.00 Providing Erection and fixing double coated 3.95 Rupees Three Ltr

ISI water Tank of required capacity each and Paise Ninety

with all necessary fittings and connection Five Only

etc complete on Terrace.

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

Sr. according to

but may Item of work Unit

No. In figures In Words estimated

22 36.00 Providing laying and jointing in true line and 91.84 Rupees Ninety Rmt

level 25mm dia. U.P.V.C. Pipe ( SCH- 40) One and Paise

for cold water including fittings make Eighty Four Only

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 metre C/C or

shall be concelled as directed including

necessary fittings etc. including testing of

pipe and joints and fixing the same with

adhesive solvent, including cost of all

23 6.00 Providing laying and jointing in true line and 72.65 Rupees Seventy Rmt

level 15mm dia. U.P.V.C. Pipe ( SCH- 40) Two and Paise

for cold water including fittings make Sixty Five Only

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 metre C/C or

shall be concelled as directed including

necessary fittings etc. including testing of

pipe and joints and fixing the same with

adhesive solvent, including cost of all

24 2.00 Providing and fixing Gun metal check or 420.63 Rupees Four No.

non-return fullway wheel valve.(C) 25mm dia Hundred Twenty

and Paise Sixty

25 2.00 Providing and fixing screw down bib taps of 186.83 Rupees One No.

following size (A) Brass screw down bib tap Hundred Eighty

polished bright (i)15mmdia Six and Paise

Eighty Three Only

26 2.00 Providing and fixing the metal-CI stand for 25835.80 Rupees Twenty No.

resting Dead body in place of the process Five Thousand

burning process made of appropriate metal Eight Hundred

section as per IS Code and material which Thirty Five and

can with stand temperature of 500 to 1000' Paise Eighty Only

C , design and make as suggested by the

engineer in charge.

27 12.00 Providing and laying (to level or slopes ) 348.04 Rupees Three Rmt

and jointing reinforced concrete light duty Hundred Forty

non presssure pipe I.S. Class NP-2 of the Eight and Paise

following internal diameter with collars and Four Only

butt ends prepared for coller joints

Including testing of joints complete ( C )

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

Sr. according to

but may Item of work Unit

No. In figures In Words estimated

28 1.00 Providing and fixing board made up og 1616.00 Rupees One No.

GI/MS frame with GI Sheet which display Thousand Six

the information of type of work Hundred Sixteen

,logo,expenditure,name of agency, etc. Only

complete. As per design approved by

engineer in charge.

Rupees Twelve Lakhs Thirteen Thousand Eight Hundred Ninety Eight and Paise Fifty Four Only