SCSP - MMGSY 2026 - 2027. , RESURFACING OF - SANGPUR NAVA SANGPUR ROAD. IN VIJAPUR TALUKA, DIST-MEHSANA

SCSP - MMGSY 2026 - 2027. , Resurfacing of - Sangpur Nava Sangpur Road. In Vijapur Taluka, Dist-

BILL OF QUANTITIES

QUANTITY STATEMENT

It. Description of Item (with brief specification and Estimated rate

Quantity Unit Amount

No. reference to book of specifications) Rate In figures

1 Clearing and grubbing road land including uprooting rank 0.72 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

2 Box cutting the road surface to proper slope and camber for 686.00 Cum. 109.05

making a base of road work including removing the excavated

stuff and depositing on the road side slops as directed upto

3 Earthwork for embankment with selected earth CBR not less 312.00 Cum. 192.15

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 trenches. 19.00 Cum. 136.92

plinth, sides of foundations etc. in layers not exceeding

cm. in depth consolidating each disposited layer by ramming

5 Rolling and consolidation using vibratory road roller 8 - 10 686.00 Cum. 33.09

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

exceeding 200mm thickness)

6 Paroviding laying spreading and compacting 150mm thick 568.00 Cum. 1245.33

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 45 mm 83.00 Cum. 2010.91

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.

8 Provdining and laying W.B.M of B.T.M.C metal of size 45 mm 116.00 Cum. 1913.95

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 base 58.00 MT 3331.99

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 stone B.T. 420.00 MT 4291.49

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 20 mm thick M.S.S. using B.T. aggregates 206.00 MT 5434.51

(As per MORTH & H Gradation) and asphalt grade VG-30 at the

rate of 5.10% of mix i.e. 51.00 Kg./MT including heating the

asphalt and aggregate by continuous batching drum mix

plant, transporting the mixed material by tipper trucks 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 drum mix palnt and paver finisher.

12 Providing Hard Side Solder of 100mm thick for embankment 210.00 Cum. 895.87

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 Engaging Earth Excavator for scarifying existing BT surface 25 3750.00 Sqm. 5.05

mm to 30 mm depth including stacking useful material on

road side and disposing off remaining stuff and hire charges of

excavator including diesel labourers drivers etc complete as

14 Demolition of Brick Work & Stone masonary including 5.70 Cum. 562.84

stacking of serviceable materials and disposal of

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

15 Demolition and disposal of unserviceable materials with all 413.00 Cum. 1081.83

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

16 Excavation for foundation upto 1.5 m depth including sorting 75.00 Cmt 122.99

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 sand:8 298.00 Cmt 2748.82

machine crushed stone aggregate 40mm nominalsize) and

curing complate in Foundation & Plinth.

18 Providing & casting in situ ordinary cement concrete 1:2:4 (1 47.00 Cmt 3725.46

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 Brick work using common burnt clay building bricks having 5.70 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.

20 Providing 15mm thick cement plaster in single coat(mala 34.00 Sqm. 165.31

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.

21 White washing with lime on wall surface (two coats) to give an 34.00 Sqm. 12.73

even shade including thoroughly brooming the surface to

removed all dirt, dust mortar drops and other foreign matter.

22 Painting lines, deashes, arrows, letters etc on roads, Air fields 34.00 Sqm. 130.08

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

23 Supplying and fixing reinforced concrete heavy duty non- 20.00 Rmt 3271.56

pressure pipes with collars for culverts including setting and

joining the pipes in cm. 1:2 watering and laying (To level of

slops) of I.S. 498/1971 Class NP 3 casted by vertically

vibrated technology of following internal diameters. (v)

24 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)

25 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)

26 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)

27 Providing and laying in position FE 500D TMT bar 8.61 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

28 Providing & Casting in situ Ordinary Cement Concrete 1:1.5:3 409.00 Cmt 4967.18

(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 specification.

29 Providing and fixing Indicator stone of RCC Type Design as per 71.00 No 487.92

I.R.C. type design including white washing etc. complete. (I)

Fixing in CC 1:5:10

30 Providing and fixing Hectometer as per I.R.C. type design 14.00 No 356.50

including painting, lettering etc. complete.(i) Fixing in 1.5.10

31 Providing and fixing Ordinary Kilometer Stone of precast C.C. 2.00 No 704.33

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.)

32 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

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.

33 Providing and fixing Logo Board of Project diamond size (600 x 1.00 No 2393.70

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.

34 Cautionary Warning Sign / Give Way Sign :-Providing and fixing 8.00 No 3906.19

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

35 Distance Informatory / Destination Sign :-Providing and fixing 2.00 No 18254.19

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.

36 STOP Sign :-Providing and fixing sing boards made out of 4mm 4.00 No 6704.36

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

37 Providing and Fixing Village Name sing board having both side 3.00 No 6397.43

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

38 Chevron Sign :-Providing and fixing sing boards made out of 24.00 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 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

39 Hazard Marker Sign :-Providing and fixing sing boards made 4.00 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

40 Regulatory/Mandatory signs :-Providing and fixing sing boards 8.00 No 3540.12

made out of 4mm ACP (Aluminium Composite Panel); size

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

41 Road Marking with Hot Applied Thermoplastic Paints with 381.00 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. 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.

42 Supplying & Fixing CATSEYE (Stimsonite) made out from 410.00 No 375.72

Acrylo butyle styrene high compression injection moulding

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

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

each unit for fixing. (High Intensity grade).

Rupees Ninety Four Lakhs Ninety One Thousand Three Hundred Fifty Two and Paise Fifteen 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

Vijapur 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