SCSP - MMGSY 2026 - 2027. , RESURFACING OF - INDRAD TORRENT JOINING SH. IN KADI TALUKA, DIST-MEHSANA.

SCSP - MMGSY 2026 - 2027. , Resurfacing of - Indrad Torrent Joining SH. In Kadi Taluka, Dist-

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 1.34 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 583.00 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 1194.00 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 Rolling and consolidation using vibratory road roller 8 - 10 583.00 Cum. 33.09

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

exceeding 200mm thickness)

5 Paroviding laying spreading and compacting 150mm thick 963.00 Cum. 1450.36

granular sub base (G.S.B.) with specified material MC BT

Metal of size 53 to 26.5mm 35%, 26.5mm to 4.75mm

45% and below 2.36mm stone dust 20% mix (Grade-I)

having C.B.R. not less than 30 incl. mixing the material at

OMC at site and spreading in uniform layer base and

compacting with power roller to achieve the desired

density incl. all materials, labour and machinery, lighting

guarding, bracketing and maintenance of diversion etc.

complete as per MORT&H clause 401.12.50

6 Provdining and laying W.B.M of B.T.M.C metal of size 45 114.00 Cum. 2280.58

mm to 90 mm size including 0.27 Cu.m. stone screening

&0.08 Cu.M. stone dust as filler including spreading,

watering & consolidation by vibratory roller 80KN to 100KN

static weight. 100 mm thick compected.

7 Provdining and laying W.B.M of B.T.M.C metal of size 45 937.00 Cum. 2159.38

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

KN static weight. 75mm thick compected each of two

8 Providing and laying 37.5mm thick bituminous grout base 720.00 MT 3125.95

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

9 Providing and laying 37.50 mm thick B.M. using M.C stone 758.00 MT 4153.12

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.

10 Providing and laying premix seal coat using B.T.chips ( 6 to 335.00 MT 4771.24

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.

11 Providing Hard Side Solder of 100mm thick for 288.00 Cum. 1055.45

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)

12 Scarifying gravelled macadam or bitumen macadam 8157.00 Sqm. 41.60

surface 6 cm to 10cm. Depth including stacking useful

materials on road side and disposing off remaining stuff.

13 Demolition of Brick Work & Stone masonary including 11.40 Cum. 562.84

stacking of serviceable materials and disposal of

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

14 Excavation for foundation upto 1.5 m depth including 138.00 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:8 553.00 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 59.40 Cmt 3725.45

(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 Providing 15mm thick cement plaster in single coat(mala 66.10 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.

18 White washing with lime on wall surface (two coats) to give 67.00 Sqm. 12.73

an even shade including thoroughly brooming the surface

to removed all dirt, dust mortar drops and other foreign

19 Painting lines, deashes, arrows, letters etc on roads, Air 67.00 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

20 Supplying and fixing reinforced concrete heavy duty non- 20.00 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.

21 Supplying and fixing reinforced concrete heavy duty non- 20.00 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.

22 Supplying and fixing reinforced concrete heavy duty non- 30.00 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.

23 Providing and laying in position FE 500D TMT bar 12.20 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

24 Providing & laying weep hole in Aburtments, and returns by 8.00 No. 151.10

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

laying in proper grade and jointing the completed as per

detailed specification.

25 Providing & Casting in situ Ordinary Cement Concrete 756.00 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

26 Providing and fixing Indicator stone of RCC Type Design as 133.00 No 487.92

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

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

27 Providing and fixing Hectometer as per I.R.C. type design 28.00 No 356.50

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

28 Providing and fixing Ordinary Kilometer Stone of precast 6.00 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.)

29 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

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.

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

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

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

31 Cautionary Warning Sign / Give Way Sign :-Providing and 10.00 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

32 Distance Informatory / Destination Sign :-Providing and 3.00 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.

33 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

34 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

35 Chevron Sign :-Providing and fixing sing boards made out 24.00 No 3711.75

of 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

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

36 Hazard Marker Sign :-Providing and fixing sing boards 8.00 No 3518.69

made 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

37 Regulatory/Mandatory signs :-Providing and fixing sing 10.00 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 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 Road Marking with Hot Applied Thermoplastic Paints with 691.00 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.

39 Supplying & Fixing CATSEYE (Stimsonite) made out from 754.00 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 One Lakhs Sixty Five Thousand Two Hundred Ninety Three and Paise Forty Nine 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

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.