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

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

Dharampur, Dist. Valsad.

: : BILL OF QUANTITIES : :

Estimated Total amount

Estimated Total amount

Sr. Estimate Rate

Quantity Item of work Unit according to

No. In figures In Words

but may estimated

1 61.50 Excavation for foundation upto 1.5 m depth 117.07 Rupees One Cumt

including sorting out and stacking of Hundred

useful materials and disposing off the Seventeen and

excavated stuff upto 50 Meter lead. (A) Paise Seven Only

Loose or soft soil ' ( I ) 0 To 1.5 mt. Depth

2 17.50 Excavation for foundation upto 1.5 m to 3.0 129.80 Rupees One Cumt

m depth including sorting out and Hundred Twenty

stacking of useful materials and Nine and Paise

disposing off the excavated stuff upto 50 Eighty Only

Meter lead. (A) Loose or soft soil ( II )

To 3.0 MT Depth

3 67.00 Filling available excavated earth (Including 130.39 Rupees One Cumt

rock in trenches plinth, sides of foundations Hundred Thirty

etc. in layers not exceeding 20 cm. in depth and Paise Thirty

consolidating each deposited layer by Nine Only

ramming and watering)

4 13.50 Providing & filling in plinth with murrum or 289.06 Rupees Two Cumt

yellow soil or selected soil in layers of 20 Hundred Eighty

cm. Thickness. Incl. watering, ramming & Nine and Paise

consolidation etc. complete. Six Only

5 7.00 Filling in plinth with sand under floors 460.18 Rupees Four Cumt

including watering ramming, consolidating Hundred Sixty

and dressing complete and Paise

6 9.50 Providing and laying cement concrete 1:2:4 3855.17 Rupees Three Cumt

(1-Cement : 2- coarse sand : 4- hand Thousand Eight

Machine crushed stone aggregates 40 Hundred Fifty

mmnominal size) and curing complete Five and Paise

including cost of formwork in (A) PCC Seventeen Only

7 7.50 Providing and laying controlled cement 4419.17 Rupees Four Cumt

concrete M.250 and curing complete Thousand Four

inculding the cost of formwork but Hundred

Excluding the cost of reinforcement for Nineteen and

reinforced concrete work in foundation, Paise Seventeen

footings base of column and mass Only

concrete. (A) Footing

8 2.50 Providing and laying controlled cement 7963.85 Rupees Seven Cumt

concrete M.250 and curing complete Thousand Nine

inculding the cost of formwork but Hundred Sixty

Excluding the cost of reinforcement for Three and Paise

reinforced concrete work in All Types of Eighty Five Only

Column (D) Column, Pillers, posts and

struts , upto Plinth

Estimated Total amount

Estimated Total amount

Sr. Estimate Rate

Quantity Item of work Unit according to

No. In figures In Words

but may estimated

9 4.00 Providing and laying controlled cement 7927.49 Rupees Seven Cumt

concrete M.200 and curing complete Thousand Nine

inculding the cost of formwork but Hundred Twenty

Excluding the cost of reinforcement for Seven and Paise

reinforced concrete work in All Types of Forty Nine Only

Column (D) Column, Pillers, posts and

struts, upto Ground Floor

10 3.00 Providing and laying controlled cement 6265.03 Rupees Six Cumt

concrete M.250 and curing complete Thousand Two

inculding the cost of formwork but Hundred Sixty

Excluding the cost of the cost of Five and Paise

reinforcement for reinforced concrete work Three Only

in Beams. (E) Beam, upto Plinth

11 4.50 Providing and laying controlled cement 6229.68 Rupees Six Cumt

concrete M.200 and curing complete Thousand Two

inculding the cost of formwork but Hundred Twenty

Excluding the cost of reinforcement for Nine and Paise

reinforced concrete work in All Types of Sixty Eight Only

Beams,(E) Beam, Ground Floor

12 8.50 Providing and laying controlled cement 6167.06 Rupees Six Cumt

concrete M.200 and curing complete Thousand One

inculding the cost of formwork but Hundred Sixty

Excluding the cost of reinforcement for Seven and Paise

reinforced concrete work in All Types of Six Only

Slab,All Thickness (C) Slab upto Plinth and

13 2.50 Providing and laying controlled cement 6563.99 Rupees Six Cumt

concrete M.200 and curing complete Thousand Five

inculding the cost of formwork but Hundred Sixty

Excluding the cost of reinforcement for Three and Paise

reinforced concrete work in All Thickness in Ninety Nine Only

Walls PARDI Ground Floor

14 3706.50 Providing and fixing TMT bars Fe-500D 76.21 Rupees Seventy Kg

steel reinforcement for R.C.C. work Six and Paise

including binding, bending and placing in Twenty One Only

position complete upto floor two level

,Ground Floor, First Floor , Second Floor,

Third Floor, Terrace Floor (all floor).

15 2.50 Brick work using common brunt clay 4021.02 Rupees Four Cumt

building bricks having crushing strength not Thousand Twenty

less than 35 kg/sqcm. in foundation and One and Paise

plinth in cement mortar 1:6 (1 cement :6 Two Only

fine sand) etc.comp. (B) Conventional

Ground floor upto Plinth

16 4.50 Brick work using common brunt clay 4295.99 Rupees Four Cumt

building bricks having crushing strength not Thousand Two

less than 35 kg/sqcm. in superstructure Hundred Ninety

above plinth level upto floor two level in Five and Paise

cement mortar 1:6 (1 cement :6 fine sand) Ninety Nine Only

etc.comp. (B) Conventional Ground Floor

Estimated Total amount

Estimated Total amount

Sr. Estimate Rate

Quantity Item of work Unit according to

No. In figures In Words

but may estimated

17 19.00 Providing 15mm thick cement plaster in 153.19 Rupees One Sqmt

single coat on Rough (Similar)side of single Hundred Fifty

or Full/half brick walls for interior plastering Three and Paise

upto floor two level and finished even and Nineteen Only

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

:4-sand) Ground Floor

18 66.00 Providing & laying10 mm. thick cement 140.94 Rupees One Sqmt

plaster in single coat on fair side of ceilings Hundred Forty

for interior plastering upto floor two level and Paise Ninety

and finishing with smooth mala plaster.(i) Four Only

Cement mortar 1:4 (1 cement : 4 sand)

19 72.00 20mm thick sand faced cement plaster on 300.65 Rupees Three Sqmt

walls upto height 10 metres above ground Hundred and

level consisting of 12mm thick backing coat Paise Sixty Five

of C.M. 1:3 (1-cement : 3-sand) and 8mm Only

thick finishing coat of C.M. 1:1 (1-cement : 1-

sand) etc. complete. Upto Ground Floor to

20 9.50 Providing and laying polished Granite Slab 2377.54 Rupees Two Sqmt

18mm thick in Flooring laid 20mm thick Thousand Three

Cement Mortar 1:4 (1-Cement : 4-Coarse Hundred Seventy

Sand) and jointed with Grey Cement Slurry Seven and Paise

including full molded round front edges , Fifty Four Only

rubbing and polishing etc. complete.

21 5.50 Providing and laying polished Granite Slab 2408.85 Rupees Two Sqmt

18mm thick in Risers of steps Dedo, Thousand Four

window sill, jembs and pillars laid 10 mm Hundred Eight

thick Cement Mortar 1:4 (1-Cement : 4- and Paise Eighty

Coarse Sand) and jointed with Grey Five Only

Cement Slurry including full molded round

edges , rubbing an

22 36.00 Providing and laying polished Kota stone 1029.22 Rupees One Sqmt

slab flooring over 20mm (Average) thick Thousand Twenty

base of cement mortar 1:6 (1-cement : 6- Nine and Paise

coarse sand) or L.M. 1.1.5 laid over and Twenty Two Only

jointed with grey cement slurry including

rubbing and polishing etc. complete. (B)

23 2.50 Providing and laying polished kota stone 1089.66 Rupees One Sqmt

slab 25mm thick in risers of steps,skirting Thousand Eighty

Dedo and pillars laid on 10mm thick cement Nine and Paise

mortar 1:3 (1-Cement : 3 coarse sand) and Sixty Six Only

jointed with gray cement slury mixed with

pigment to match the shade of slab includin

24 85.00 Wall painting (two coats) with plastic 80.34 Rupees Eighty Sqmt

emulsion paint of approved brand and and Paise Thirty

manufacture on undecorated wall Four Only

surface,Ceiling surface to give an even

shade including throughly brushing the

surface free from mortar droppings and

other foreign matter and sand papered

Estimated Total amount

Estimated Total amount

Sr. Estimate Rate

Quantity Item of work Unit according to

No. In figures In Words

but may estimated

25 72.00 Finishing wall with weather proof exterior 160.59 Rupees One Sqmt

emulsion paint on wall surface (two coats) Hundred Sixty

to give an required shape even shade after and Paise Fifty

thoroughly brushing the surface to remove Nine Only

all dirt, and remains of loose powdered

materials.etc complete. Priming: Apply a

liberal coat of exterior acrylic primer and

allow it to dry for 4-5 hours. Application of

putty is not recommended. Minimum 4-6

hours duration is required between each

coat of weather shield max paint

26 8.00 Applying priming coat over new steel and 122.49 Rupees One Sqmt

other metel surface after and including Hundred Twenty

preparing the surface by throughly cleaning, Two and Paise

oil,grease, dirt and other foreign matter and Forty Nine Only

scoured with brushes fine steel wood,

scrapers and sand paper with ready mixed

priming paint brushing red lead. and

Painting two coats (excluding priming coat)

on new steel 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

27 0.53 Steel work welded in built up sections, 9047.86 Rupees Nine Quintal

framed work including cutting, hoisting, Thousand Forty

fixing in position and applying a priming Seven and Paise

coat of red lead paint :- Eighty Six Only

(A) In beams and joints channels angles,

column, tees, flats with connecting plates

or angle cleats as in

28 66.00 Providing and laying broken chine 747.28 Rupees Seven Sqmt

mosaic flooring for terrace using 12 mm Hundred Forty

to 20 mm broken pieces of glazed tiles to Seven and Paise

be laid over cement mortar 1:3 to plain or Twenty Eight Only

slope and to be tempered to bring

mortar creme out upto surface using

Estimated Total amount

Estimated Total amount

Sr. Estimate Rate

Quantity Item of work Unit according to

No. In figures In Words

but may estimated

29 2.00 Constructing brick masonry chamber for 2932.92 Rupees Two Nos

underground C.I. Inspection chamber and Thousand Nine

bends with bricks having crushing strength Hundred Thirty

not less than 35Kg/Cm2 in C.M. 1:5 C.I. Two and Paise

cover with frame (Light duty) 455mm x Ninety Two Only

610mm intenal dimensions total weight of

cover with frame to be not less than 38Kg.

(Wt. of cover 23 Kg.) and Wt. of frame

15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-

cement :2- coarse sand :4-graded stone

aggregate 20mm size) foundation concrete

1:5:10 inside plaster 15mm thick with

cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and

bed concrete etc. complete.(i) Inside

dimensions 455mmx 610mm and 450mm

deep for single pipe line.

30 10.00 Providing laying (to level or slopes) and 665.47 Rupees Six Rmt

jointing reinforced concrete Light duty non- Hundred Sixty

pressure pipes I.S. class NP2 of the Five and Paise

following internal diameter with collars and Forty Seven Only

butt ends prepared for collar joints including

testing of joints complete.(D) 300 mm di

31 1.00 Electric Work 35350.00 Rupees Thirty Job

Rupees Eight Lakhs Five Thousand Sixty Two and Paise Forty Nine Only

Deputy Executive Engineer Executive Engineer

Panchayat ( R & B) Sub Division Panchayat (R&B) Division

Dharampur Valsad.

I/we am/are/ willing to carry out the work at ………………….% below / Above

……………………………………….percent below / Above

(should be written in figures and words)

Tendered amount mentioned above amount of my / our tender works out as under.

Tendered Amount805062.50

Rs……………………… Tendered Amount Rs………………………

Deduct………. % below Rs……………………. Add…………% Above Rs………………….

Net Amount Rs………………………………. Net Amount Rs……………………………….

Net Amount in words in Rs……………………………………………………………………………………….

All works shall be carried out as public works department Handbook and other specification

of Division or as directed.

All the columns in schedule should be filled in ink or ballpen and the total of the entries in

last column should be struck by the contractor under his signature.

Estimated Total amount

Estimated Total amount

Sr. Estimate Rate

Quantity Item of work Unit according to

No. In figures In Words

but may estimated

Rate quated include clearance of site (Prior commencement of work and at its close) in all

respects and hold good for work under all conditions,site moisture, weather etc.

The Contractor shall exhibit a board with detailed specification and details of work as

directed by the Engineer-In-Charge for which no extra payment shall be made.

The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

GST and Income tax TDS will be deducted at a source while making payments of bills

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.

To be continued on additional sheet,if found necessary.

Executive Engineer

Signature of the contractor Panchayat (R&B) Division