SCSP - MMGSY 2026 - 2027, RESURFACING OF - RAJPUR TO DHAMEDA VISTAR HIGH - WAY TO MUSLIMPURA ROAD. IN KADI TALUKA, DIST-MEHSANA.

SCSP - MMGSY 2026 - 2027. , Resurfacing of - Rajpur To Dhameda Vistar High - Way

To Muslimpura Road. In Kadi Taluka, Dist-Mehsana.

BILL OF QUANTITIES

QUANTITY STATEMENT

It. Description of Item (with brief specification rate

Quantity Unit Rate In

No. and reference to book of specifications)

1 Clearing and grubbing road land including uprooting 0.93 Hec 28455.08

rank 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 440.00 Cum. 109.05

camber 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 888.00 Cum. 192.15

not 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 16.00 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 8 440.00 Cum. 33.09

- 10 tonne capacity (incl. watering)(A) Earth work

(layer not exceeding 200mm thickness)

6 Paroviding laying spreading and compacting 150mm 226.00 Cum. 1412.99

thick 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

7 Provdining and laying W.B.M of B.T.M.C metal of size 143.00 Cum. 2231.09

45 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

8 Provdining and laying W.B.M of B.T.M.C metal of size 689.00 Cum. 2113.93

45 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.

9 Providing and laying 37.5mm thick bituminous grout 658.00 MT 2984.55

base 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 4.0kg/10sqm.

10 Providing and laying 37.50 mm thick B.M. using M.C 637.00 MT 3929.91

stone 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 34 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. complete.

11 Providing and laying premix seal coat using B.T.chips ( 281.00 MT 4504.60

6 to 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.

12 Providing Hard Side Solder of 100mm thick for 228.00 Cum. 1026.16

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)

13 Scarifying gravelled macadam or bitumen macadam 6375.00 Sqm. 41.60

surface 6 cm to 10cm. Depth including stacking useful

materials on road side and disposing off remaining

14 Demolition of Brick Work & Stone masonary 11.40 Cum. 562.84

including stacking of serviceable materials and

disposal of unserviciable materials with all lead and

lift (I) In Cement Mortar

15 Demolition and disposal of unserviceable materials 196.00 Cum. 1081.83

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

16 Excavation for foundation upto 1.5 m depth including 25.00 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

17 Providing & laying CC 1:4:8 , (1 cement:4 Coarse 213.00 Cmt 2748.82

sand:8 machine crushed stone aggregate 40mm

nominalsize) and curing complate in Foundation &

18 Providing & casting in situ ordinary cement concrete 11.40 Cmt 3725.45

1:2:4 (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

19 Providing 15mm thick cement plaster in single 67.00 Sqm. 165.31

coat(mala 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. complete.

20 White washing with lime on wall surface (two coats) 67.00 Sqm. 12.73

to give an even shade including thoroughly brooming

the surface to removed all dirt, dust mortar drops and

other foreign matter.

21 Painting lines, deashes, arrows, letters etc on roads, 67.00 Sqm. 130.08

Air 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

22 Supplying and fixing reinforced concrete heavy duty 10.00 Rmt 2108.86

non-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.

23 Supplying and fixing reinforced concrete heavy duty 10.00 Rmt 1462.01

non-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.

24 Supplying and fixing reinforced concrete heavy duty 30.00 Rmt 1095.18

non-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.

25 Providing and laying in position FE 500D TMT bar 6.30 MT 73858.69

reinforcement including cutting, bending, hooking and

tying complete as per detailed drawings for the

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

26 Providing & Casting in situ Ordinary Cement Concrete 303.00 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 92.00 No 487.92

Design as 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 20.00 No 356.50

design including painting, lettering etc. complete.(i)

Fixing in 1.5.10

29 Providing and fixing Ordinary Kilometer Stone of 4.00 No 704.33

precast 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 1.00 No 9860.63

typical 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

mm of 12 SWG square tubes posts duly embedded in

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

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

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

size (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 drawing etc.

32 Cautionary Warning Sign / Give Way Sign :-Providing 10.00 No 3906.19

and 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

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 3.00 No 18254.19

and 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 6.00 No 6704.36

of 4mm ACP (Aluminium Composite Panel); size

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

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 5.00 No 6397.43

both 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

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 50.00 No 3711.75

out 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

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

37 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

38 Regulatory/Mandatory signs :-Providing and fixing 10.00 No 3540.12

sing 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 483.00 Sqm. 367.72

with 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. 130 mcd/m2/lux and

Asphalt road shall be min 100 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 522.00 No 375.72

from 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 Twenty Three Lakhs Fifty Three Thousand Nine Hundred Twenty and Paise Sixty

I/We am/are willing to carry out the work at… % above/below percent(Should be written in igures 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.