New Gujarat Pettarn -2024-25 (10Percent State Level) , Construction of Smasanbhumi at VillageKakadkopar , Tal. Kaprada, Dist. Valsad. (Re-invite)

Name of work :- New Gujarat Pettarn -2024-25 (10% State Level) , Construction of Smasanbhumi at Village

Kakadkopar , Tal. Kaprada, Dist. Valsad.

: : BILL OF QUANTITIES : :

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

Sr. according to

but may be 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 be 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 or 289.06 Rupees Two Cu.mt

selected soil in layer of 20 cm in thickness Hundred Eighty

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 burnt 4021.02 Rupees Four Cu.mt

clay building brick having crushing strength Thousand Twenty

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

and plinth in Cement mortar 1:6 (1 Cement : Two Only

6 fine sand) ( B) Conventional method.up to

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 burnt 4295.99 Rupees Four Cu.mt

clay building brick having crushing strength Thousand Two

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

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

6 fine sand) ( B) Conventional method.for Ninety Nine Only

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 be 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

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 interior Hundred Fifty

plastering finished even and smooth in (ii) Three and Paise

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 Fourteen

required shape even shade after thoroughly and Paise Fifty

brushing the surface remove all dirt and Three Only

remains of loose powdered materials with a

coat of cement washing etc. Complete

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

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but may be Item of work Unit

No. In figures In Words estimated

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

ISI water Tank of required capacity each Paise Ninety Five

with all necessary fittings and connection etc Only

complete on Terrace.

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 non- 420.63 Rupees Four No.

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.

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

Sr. according to

but may be Item of work Unit

No. In figures In Words estimated

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

jointing reinforced concrete light duty non Hundred Forty

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 ) 250mm

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

GI/MS frame with GI Sheet which display the Thousand Six

information of type of work Hundred Sixteen

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

complete. As per design approved by

engineer in charge.

29 57.55 Excavation for foundation upto 1.5 m depth 117.07 Rupees One Cum

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

30 46.48 Filling available excavated earth (Including 130.39 Rupees One Cum

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)

31 6.79 Providing and laying cement concrete 1:2:4 3855.17 Rupees Three Cum

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

Machine crushed stone aggregates 40 Hundred Fifty Five

mmnominal size) and curing complete and Paise

including cost of formwork in (A) PCC Seventeen Only

32 4.28 Providing and laying controlled cement 4419.76 Rupees Four Cum

concrete M.250 and curing complete Thousand Four

inculding the cost of formwork but Excluding Hundred Nineteen

the cost of reinforcement for reinforced and Paise

concrete work in foundation, footings base Seventy Six Only

of column and mass concrete. (A) Footing

33 3.76 Providing and laying controlled cement 7963.85 Rupees Seven Cum

concrete M.250 and curing complete Thousand Nine

inculding the cost of formwork but Excluding Hundred Sixty

the cost of reinforcement for reinforced Three and Paise

concrete work in All Types of Column D) Eighty Five Only

Column, Pillers, posts and struts , upto

34 5.27 Providing and laying controlled cement 6265.03 Rupees Six Cum

concrete M.250 and curing complete Thousand Two

inculding the cost of formwork but Excluding Hundred Sixty

the cost of the cost of reinforcement for Five and Paise

reinforced concrete work in Beams. (E) Three Only

Beam, upto Plinth

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

Sr. according to

but may be Item of work Unit

No. In figures In Words estimated

35 1420.11 Providing and fixing TMT bars Fe-500D steel 76.21 Rupees Seventy Kg

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

binding, bending and placing in position Twenty One Only

complete upto floor two level ,Ground Floor,

First Floor , Second Floor, Third Floor,

Terrace Floor (all floor).

36 21.37 Brick work using common brunt clay building 4021.02 Rupees Four Cum

bricks having crushing strength not less than Thousand Twenty

35 kg/sqcm. in foundation and plinth in One and Paise

cement mortar 1:6 (1 cement :6 fine sand) Two Only

etc.comp. (B) Conventional Ground floor

37 232.59 20mm thick sand faced cement plaster on 300.65 Rupees Three Sqm

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

38 232.59 Finishing wall with weather proof exterior 114.53 Rupees One Sqm

emulsion paint on wall surface (two coats) to Hundred Fourteen

give an required shape even shade after and Paise Fifty

thoroughly brushing the surface to remove Three 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

39 93.87 Providing & fixing 5 nos wire fenching G.I. 348.45 Rupees Three Sqm

Fixing on 25 X 25 X 5 MM ISA M.S. Section Hundred Forty

Including bolts and nuts or by screws. Eight and Paise

including applying a priming coat of red lead Forty Five Only

paint and two coats of synthetic enamel

paint etc complete.

40 10.72 Applying priming coat over new steel and 122.49 Rupees One Sqm

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

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

Sr. according to

but may be Item of work Unit

No. In figures In Words estimated

41 2.14 Steel work welded in built up sections, 9047.86 Rupees Nine Quintal

framed work including cutting, hoisting, fixing Thousand Forty

in position and applying a priming coat of red Seven and Paise

lead paint :- Eighty Six Only

(A) In beams and joints channels angles,

column, tees, flats with connecting plates or

angle cleats as in

Rupees Sixteen Lakhs Seventy Eight Thousand Eight Hundred Fifty Seven and Paise Forty One Only

Deputy Executive Engineer Executive Engineer

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

Kaparada 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 Amount1678857.42

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.

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

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

Sr. according to

but may be Item of work Unit

No. In figures In Words estimated

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