SCSP - MMGSY 2026 - 2027. , RESURFACING OF - CHADA GANESHPURA ROAD. IN KHERALU TALUKA, DIST-MEHSANA.

SCSP - MMGSY 2026 - 2027. , Resurfacing of - Chada Ganeshpura Road. In Kheralu Taluka,

BILL OF QUANTITIES

QUANTITY STATEMENT

It. Description of Item (with brief specification and rate

Quantity Unit Rate In Amount

No. reference to book of specifications)

1 Clearing and grubbing road land including uprooting rank 1.61 Hec 28455.08

vegetation grass bushes, shrubs, sapling and trees girth up

to 300 mm removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) By mechanical

means in area of light jungle

2 Box cutting the road surface to proper slope and camber 1692.00 Cum. 109.05

for making a base of road work including removing the

excavated stuff and depositing on the road side slops as

directed upto 50 mts. Lead.

3 Earthwork for embankment with selected earth CBR not 600.00 Cum. 192.15

less than 6 including breaking clods, dressing with all lead

and lift (including watering and consolidation) (B) From

Borrow area with all lead and lift.

4 Filling available excavated earth (excluding rock)in 26.00 Cum. 136.92

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

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

5 Rolling and consolidation using vibratory road roller 8 - 10 1692.00 Cum. 33.09

tonne capacity (incl. watering)(A) Earth work (layer not

exceeding 200mm thickness)

6 Provdining and laying W.B.M of B.T.M.C metal of size 45 423.00 Cum. 1363.50

mm to 63 mm size including 0.12Cu.M. Stone Screeing

&0.08 Cu.M. stonedust as filler including spreading,

watering &consolidation by vibratory roller 80 KN to 100 KN

static weight. 75mm thick compected each of two layer.

7 Providing and laying 37.5mm thick bituminous grout base 198.00 MT 2919.91

course using M.C stone B.Tstone. as per gradation and

asphalt VG-30 for mixing 1.99% of mix i.e 19.90/MT by

weight including heating the asphalt and aggregate by hot

mix hot laid process using drum mix plant beaching,

spreading the same by paver finisher and consolidation

with vibratory roller including the cost of labour ,oil,

lubricants etc. using contractors own machineries and

plant including applying tack coat over WBM surface

8 Providing and laying 37.50 mm thick B.M. using M.C stone 894.00 MT 3875.37

B.T. stone. as per M.O.R.T. & H. specification & asphalt for

tack coat at the rate of 2.5 Kg./10 Sqm. with mechanical

sprayer & bitumen grade VG 30 for mixing at the rate of

Kg./M.T. i.e. 3.40% of total weight of mix including heating

the aggregate and asphalt in continuous batching drum

mix plant and spreading the same by paver finisher and

consolidation with vibratory roller including paving all

materials equipments, tools & plants, fire wood, oil,

kerosene, labour charges etc complete using contractor's

own machinery drum mix plant & paver finisher etc.

9 Providing and laying premix seal coat using B.T.chips ( 6 to 347.00 MT 4508.64

10mm size ) 0.24 Cum./10 Sq.mt. i.e. 0.66 Cum. aggregate

/ 1 M.T. mix and asphalt grade VG-30 at the rate of 4.5% of

mix i.e. 45 Kg./MT including heating the asphalt and

aggregate by continuous batching drum mix plant,

transporting the mixed material by tipper trcks and

spreading the same by paver finisher and consolidation by

vibratory roller of 80 to 100 KN static weight including

providing equipment, tools and plant, firewood lubricants,

kerosene, oil, labour charges using contractor's own

machineries drm mix palnt and paver finisher.

10 Providing Hard Side Solder of 100mm thick for 468.00 Cum. 539.34

embankment using quarry spall with all lead and lift and

including watering and rolling and consolidation of sub

grade in layers at OMC to required dry density including

filling the depressions which occur during the process

using power roller 8T to 10 T (Selected Quarry Spall having

CBR value not less than 20.00)

11 Engaging earth excavator for scarifying existing B.T. surface 6938.00 Sqm. 5.05

25 mm to 30 mm depth including stacking useful materials

on road side and disposing off remaining stuff and Hire

charges of excavator including diesel labourers drivers etc

complete as directed.

12 Demolition of Brick Work & Stone masonary including 22.70 Cum. 562.84

stacking of serviceable materials and disposal of

unserviciable materials with all lead and lift (I) In Cement

13 Demolition and disposal of unserviceable materials with 574.00 Cum. 1081.83

all lead and lift.(ii) R.C.C. work.

14 Excavation for foundation upto 1.5 m depth including 562.00 Cmt 122.99

sorting out and stacking of useful material and disposing

off the excavated stuff upto 50 m lead(A) Loose or soft soil

15 Providing & laying CC 1:4:8 , (1 cement:4 Coarse sand:8 777.00 Cmt 2748.82

machine crushed stone aggregate 40mm nominalsize) and

curing complate in Foundation & Plinth.

16 Providing & casting in situ ordinary cement concrete 1:2:4 424.00 Cmt 3725.46

(1 cement : 2 Coarse sand : 4 machine crushed stone

aggregate 20mm nominal size) and providing necessary

pin headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete without V-

Groves.(A) Height from 0.0 M. to 5.0 M.

17 Brick work using common burnt clay building bricks having 22.70 Cmt 3424.51

crushing strength not less than 35Kg./Sq.Cm. for

superstructure in cement mortar 1:6 (1 cement 6 fine sand)

including curing etc. complete.

18 Providing 15mm thick cement plaster in single coat(mala 132.20 Sqm. 165.30

plaster) on rough or fair side of single or half brick wall for

interior plastering finished even and smooth in cement

mortar 1:4(1 cement 4 sand) watering, curing etc.

19 White washing with lime on wall surface (two coats) to give 133.00 Sqm. 12.73

an even shade including thoroughly brooming the surface

to removed all dirt, dust mortar drops and other foreign

20 Painting lines, deashes, arrows, letters etc on roads, Air 133.00 Sqm. 130.08

fields and like in two coats with road marking paint,

brushing including cleaning the surface of all dirt, dust and

other foreign matter. (i) Over 10cm in width

21 Supplying and fixing reinforced concrete heavy duty non- 10.00 Rmt 2108.86

pressure pipes with collars for culverts including setting

and joining the pipes in C.M. 1:2 watering and laying (To

level of slops of I.S. 458 / 1971 Class NP3 casted by

vertically vibrated technology of following internal

diameter. (iv) 600 mm dia.

22 Supplying and fixing reinforced concrete heavy duty non- 30.00 Rmt 1462.01

pressure pipes with collars for culverts including setting

and joining the pipes in C.M. 1:2 watering and laying (To

level of slops of I.S. 458 / 1971 Class NP3 casted by

vertically vibrated technology of following internal

diameter. (iv) 450 mm dia.

23 Supplying and fixing reinforced concrete heavy duty non- 50.00 Rmt 1095.18

pressure pipes with collars for culverts including setting

and joining the pipes in C.M. 1:2 watering and laying (To

level of slops of I.S. 458 / 1971 Class NP3 casted by

vertically vibrated technology of following internal

diameter. (iv) 300 mm dia.

24 Providing and laying in position FE 500D TMT bar 21.55 MT 73858.68

reinforcement including cutting, bending, hooking and

tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C. Returns

25 Providing & laying weep hole in Aburtments, and returns by 162.00 No. 151.10

using PVC 6 Kgf/Sqcm. Pipe of 110mm dia. including laying

in proper grade and jointing the completed as per detailed

26 Providing & Casting in situ Ordinary Cement Concrete 979.00 Cmt 4967.18

1:1.5:3 (1 cement : 1.5 Coarse sand : 3 machine crushed

stone aggregate 20mm nominal size) for C.C. road

including including tamping ,vibrating, finishing and curing

complete.Finishing the cement concrete road by trimix

process inclusive of labour charges for trimix vacuum

dewatering process on cement concrete road by using

vacuum dewatering pump, surface floater, surface vibrator

including channeling & making grooves & rough finish to

surface by providing expansion joints, contraction joint &

construction joints with fillings of joints with asphalt filler

as per direction by engineer incharge & as per

27 Providing and fixing Indicator stone of RCC Type Design as 161.00 No 487.92

per I.R.C. type design including white washing etc.

complete. (I) Fixing in CC 1:5:10

28 Providing and fixing Hectometer as per I.R.C. type design 32.00 No 356.50

including painting, lettering etc. complete.(i) Fixing in

29 Providing and fixing Ordinary Kilometer Stone of precast 8.00 No 704.33

C.C. 1:2:4 including necessary reinforcement as per I.R.C.

type design in C.C. 1:4:8 including painting,lettering etc.

complete (For O.D. road V.R.)

30 Citizen's Information Board - Providing and fixing of typical 1.00 No 9860.63

Project information board as per instruction. Two ACP

Sheets of 3 mm thick, of 900 mm x 750 mm size fixed at top

& bottom duly rivetted with MS angles of 25 x 25 x 5 mm

thick M.S. angles shall be welded by two vertical M.S. angle

shall be welded by two vertical M.S. angle of 5 mm thick to

75 mm x 75 mm of 12 SWG square tubes posts duly

embedded in cement concrete M-15 grade blocks of 60 x

60 x 75 Cm, below ground level. The letters & figure of any

shade reflectorised with High Inensity Prismatic Grade

Retro Reflective Sheeting of Type-4 as per ASTM D-4956

and latest MORTH specifications; All section of framed

posts and steel tube will be painted with primer and two

coats of epoxy paints as per drawing Clause 1701 and

Annexure 1700.1 (10.16). (A) Class-B High intensity Grade

Retro Reflective sheeting.

31 Providing and fixing Logo Board of Project diamond size 1.00 No 2393.70

(600 x 600mm) 16 gauge & board plate size (900 x 250 mm)

16 guage thick M.S. Plate and 2.40 meter deep length

single angle 75 x 75 x 6 mm size including fitting in CC

Block CC 1:2:4, 30 x 30 x 85 Cm including necessary

excavation, painting, lettering with luminious colour as per

32 Cautionary Warning Sign / Give Way Sign :-Providing and 15.00 No 3906.19

fixing sing boards made out of 4mm ACP (Aluminium

Composite Panel); size 90 x 90 x 90 cms. equilateral

triangle as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat

of epoxy primer and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

refiective sheeting of Type-4 as per ASTM D-4956 and

latest MORD Specifications; 3.1mtr long stand post of Iron

Angle 75 x 75 x 6 mm as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted with

best quality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be

in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years for

the Retro reflective sheeting from original manufacturer

shall be submitted by contractor. (A) Class-B High

Intensity Grade Retro Reflective Sheeting

33 Distance Informatory / Destination Sign :-Providing and 4.00 No 18254.19

fixing sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size 180x120

cms. rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy

paint ; reflectorised with High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 4.0mtr (2 Nos.) long stand

post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricated from suitable size iron

angle of 50 x 50 x 5mm; painted with bestquality epoxy

coatings in black and white bends. The details of symbol

for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof size

45 x 45 x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge.

A warranty for 7 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B) Class-

B Type-4 Retro Reflective sheeting.

34 STOP Sign :-Providing and fixing sing boards made out of 6.00 No 6704.36

4mm ACP (Aluminium Composite Panel); size 90 cms.

Octagonal as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat

of epoxy primer and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

refiective sheeting of Type-4 as per ASTM D-4956 and

latest MORD Specifications; 3.1mtr long stand post of Iron

Angle 75 x 75 x 6 mm as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted with

best quality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be

in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years for

the Retro reflective sheeting from original manufacturer

shall be submitted by contractor. (A) Class-B High

Intensity Grade Retro Reflective Sheeting

35 Providing and Fixing Village Name sing board having both 5.00 No 6397.43

side covered with 4mm ACP Sheet size 90x60 cms

rectangular with message as per the design, pretreated

with phospheting process & acid etching with one coat of

epoxy primer and two coats of best quality epoxy paint,

reflectorised with High Intensity Micro Prismatic Grade

Type-IV retro reflective sheeting as per the IRC 67 and

latest MOST Specifications; 3.1mtr long stand post of Iron

angle 75 x 75 x 6 mm and frame fabricated from suitable

Square Hollow Section of 40x40x2.6mm, as required,

painted with best quality epoxy coating in black and white

bends. The details of the letters/symbols for board shall be

screen printed on both the side of the board with approved

color as per design and as directed by manufacturer of the

retro reflective sheeting and instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC block of size

45 x 45 x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge.

(A) Class-B High Intensity Grade Retro Reflective Sheeting

36 Chevron Sign :-Providing and fixing sing boards made out of 60.00 No 3711.75

3mm ACP (Aluminium Composite Panel); size 60x45 cm

rectangular as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat

of epoxy primer and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

reflective sheeting of Type-4 as per ASTM D-4956 and

latest MOST Specifications; 3.1mtr long stand post of Iron

Angle 75 x 75 x 6 mm as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted with

best quality epoxy coatings in black and white bends. The

details of symbol or inscription / numerals for each board

shall be as per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC block of size 45 x 45 x

Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge.

A warranty for 7 years for the Retro reflective sheeting from

original manufacturer shall be submitted by contractor. (A)

Class-B High Intensity Grade Retro Reflective Sheeting

37 Hazard Marker Sign :-Providing and fixing sing boards made 16.00 No 3518.69

out of 3mm ACP (Aluminium Composite Panel); size 90x30

cm rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy

paint ; reflectorised with High Intensity Prismatic Grade

retro reflective sheeting of Type-4 as per ASTM D-4956 and

latest MOST Specifications; 1.8mtr long stand post of Iron

Angle 75 x 75 x 6 mm as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted with

best quality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be

in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years for

the Retro reflective sheeting from original manufacturer

shall be submitted by contractor. (A) Class-B High

Intensity Grade Retro Reflective Sheeting

38 Regulatory/Mandatory signs :-Providing and fixing sing 15.00 No 3540.12

boards made out of 4mm ACP (Aluminium Composite

Panel); size 60 cms dia Circle as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best

quality epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro reflective sheeting of Type-4 as per

ASTM D-4956 and latest MOST Specifications; 3.6mtr long

stand post of Iron Angle 75 x 75 x 6 mm as required and

frame fabricated from suitable size iron angle of 35 x 35 x

3mm; painted with best quality epoxy coatings in black and

white bends. The details of symbol for each board shall be

as per the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for

each leg including excavation, curing etc.complete under

the supervision of engineer in charge. A warranty for

years for the Retro reflective sheeting from original

manufacturer shall be submitted by contractor. (A) Class-

B High Intensity Grade Retro Reflective Sheeting

39 Road Marking with Hot Applied Thermoplastic Paints with 861.00 Sqm. 367.72

reflectorising glass beads on bitumin surface. Providing

and laying a hot applied thermoplastic compound 2.5 mm.

thick including reflectorising glass beads @ 250 gms per

sqm. area, Thickness of 2.5 mm is exclusive of surface

applied glass beads as per IRC:35-2015. The Finished

surface to be level, uniform and free from streaks and

holes. zebra patta/bump patta lane/center line/edge

line/cut patta, The white color marking should provide

liminanance coefficient on cement road shall be min.

mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the day time. The

marking should meet the performance criteria for night

time reflectivity, wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015. warranty of

reflectorising for 3 (three) years.

40 Supplying & Fixing CATSEYE (Stimsonite) made out from 930.00 No 375.72

Acrylo butyle styrene high compression injection moulding

with reflector made of MMC (Prismatic type of size 12 cm x

6 cm x 2.5 cm)providing with bituminious adhesive 100 gm

with each unit for fixing. (High Intensity grade).

Rupees One Crore Ninety Three Lakhs Twenty One Thousand Nine Hundred Eighty Eight and Paise Fifty Only

I/We am/are willing to carry out the work at…% above/below percent(Should be written in figures and words) of the

estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Rs............... Estimated amount put to tender Rs...............

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat R & B Sub Division Panchayat R & B Division

Kheralu Mehsana

Notes 1 - 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.

Notes 2 - The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Notes 3 - GST and Income tax TDS will be deducted at a source while making payments of bills.

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.