SCSP - MMGSY 2026 - 2027. , RESURFACING OF - KANSA THALOTA ROAD. VISNAGAR TALUKA, DIST-MEHSANA.

SCSP - MMGSY 2026 - 2027. , Resurfacing of - Kansa Thalota Road. Visnagar Taluka, Dist-

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 1.49 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 174.00 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 not 874.00 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 - 174.00 Cum. 33.09

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

not exceeding 200mm thickness)

5 Paroviding laying spreading and compacting 150mm 180.00 Cum. 1038.28

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

6 clause 401.12.50

Provdining and laying W.B.M of B.T.M.C metal of size 45 81.00 Cum. 1736.19

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 45 147.00 Cum. 1663.47

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 1078.00 MT 2969.40

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.

9 Providing and laying 37.50 mm thick B.M. using M.C 1133.00 MT 4046.06

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.

10 Providing and laying premix seal coat using B.T.chips ( 6 500.00 MT 4690.44

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

11 Providing Hard Side Solder of 100mm thick for 432.00 Cum. 733.26

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 graveled macadam or bitumen macadam 3938.00 Sqm. 41.60

surface 6 cms. to 10 cms. depth i.c. stacking useful

materials on road side and disposing of remaining stuff.

13 Demolition of Brick Work & Stone masonary including 28.40 Cum. 562.84

stacking of serviceable materials and disposal of

unserviciable materials with all lead and lift (I) In

14 Demolition and disposal of unserviceable materials with 252.00 Cum. 1081.83

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

15 Excavation for foundation upto 1.5 m depth including 641.00 Cmt 122.99

sorting out and stacking of useful material and disposing

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

16 Excavation for foundation in sand, gravel, clay soft soils 328.00 Cmt 511.45

and murrum etc. including shoring, strutting dewatering

as necessary and disposing of the excavated stuff as

directed.(A) Depth upto 3.0 M. and lead upto 100m

17 Providing & laying CC 1:4:8 , (1 cement:4 Coarse sand:8 173.00 Cmt 2748.82

machine crushed stone aggregate 40mm nominalsize)

and curing complate in Foundation & Plinth.

18 Providing & casting in situ ordinary cement concrete 1230.00 Cmt 3725.46

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 5.0 M.

19 Brick work using common burnt clay building bricks 5.70 Cmt 3424.51

having 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 34.00 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.

21 White washing with lime on wall surface (two coats) to 199.00 Sqm. 12.73

give an 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 199.00 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

23 Supplying and fixing reinforced concrete heavy duty non- 175.00 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) 900 mm Dia

24 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.

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) 450 mm dia.

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

27 Providing and laying in position FE 500D TMT bar 5.36 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 & laying weep hole in Aburtments, and returns 421.00 No. 151.10

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

laying in proper grade and jointing the completed as per

detailed specification.

29 Providing & Casting in situ Ordinary Cement Concrete 125.00 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 specification.

30 Providing and fixing Indicator stone of RCC Type Design 297.00 No 487.92

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

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

31 Providing and fixing Hectometer as per I.R.C. type 30.00 No 356.50

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

Fixing in 1.5.10

32 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.)

33 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 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

(10.16). (A) Class-B High intensity Grade Retro

Reflective sheeting.

34 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 drawing etc.

35 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

36 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.

37 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

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 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

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

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

39 Chevron Sign :-Providing and fixing sing boards made 24.00 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 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

40 Hazard Marker Sign :-Providing and fixing sing boards 28.00 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

41 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 7 years

for the Retro reflective sheeting from original

manufacturer shall be submitted by contractor. (A)

Class-B High Intensity Grade Retro Reflective Sheeting

42 Road Marking with Hot Applied Thermoplastic Paints 753.00 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.

43 Supplying & Fixing CATSEYE (Stimsonite) made out from 832.00 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

Rupees One Crore Ninety Nine Lakhs Ninety Eight Thousand Eight Hundred Forty One and Paise Sixty 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

Visnagar 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.