SCSP - MMGSY 2025 - 2026. , CONSTRUCTION OF GORAD RUPAL ROAD TO BILLESHWAR MAHADEV TEMPLE UP TO ROAD.- IN JOTANA TALUKA, DIST-MEHSANA.

SCSP - MMGSY 2025 - 2026. , Construction of Gorad Rupal Road To Billeshwar Mahadev Temple Up

To Road.- In Jotana Taluka, Dist-Mehsana.

QUANTITY STATEMENT

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

Quantity Unit Rate In Amount

No. reference to book of specifications) In words

1 Clearing and grubbing road land including uprooting 0.60 Hec 28455.08 Rupees Twenty

rank vegetation grass bushes, shrubs, sapling and trees Eight Thousand

girth up to 300 mm removal of stumps of trees cut earlier Four Hundred

and disposal of unserviceable materials (C) By Fifty Five and

mechanical means in area of light jungle Paise Eight Only

2 Earthwork for embankment with selected earth CBR not 2742.00 Cum. 192.15 Rupees One

less than 6 including breaking clods, dressing with all Hundred Ninety

lead and lift (including watering and consolidation) (B) Two and Paise

From Borrow area with all lead and lift. Fifteen Only

3 Paroviding laying spreading and compacting 150mm 992.00 Cum. 1280.68 Rupees One

thick granular sub base (G.S.B.) with specified material Thousand Two

MC BT Metal of size 53 to 26.5mm 35%, 26.5mm to Hundred Eighty

4.75mm 45% and below 2.36mm stone dust 20% mix and Paise Sixty

(Grade-I) having C.B.R. not less than 30 incl. mixing the Eight Only

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

Provdining and laying W.B.M of B.T.M.C metal of size 45 968.00 Cum. 1955.36 Rupees One

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

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

watering & consolidation by vibratory roller 80 KN to 100 Five and Paise

KN static weight. 75 mm thick compected each of two Thirty Six Only

5 Excavation for foundation upto 1.5 m depth including 1385.00 Cmt 122.99 Rupees One

sorting out and stacking of useful material and disposing Hundred Twenty

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

soil Ninety Nine Only

6 Providing & laying CC 1:4:8 , (1 cement:4 Coarse sand:8 595.00 Cmt 2748.82 Rupees Two

machine crushed stone aggregate 40mm nominalsize) Thousand Seven

and curing complate in Foundation & Plinth. Hundred Forty

Eight and Paise

Eighty Two Only

7 Providing and filling in foundation with ordinary Cement 337.00 Cmt 2968.91 Rupees Two

concrete 1:3:6 (1 cement : 3 Coarse sand : 6 machine Thousand Nine

crushed stone aggregate 20mm nominal size) and Hundred Sixty

providing necessary vertical pin headers including Eight and Paise

formwork, vibrating, ramming and curing complete. Ninety One Only

8 Providing & casting in situ ordinary cement concrete 1016.00 Cmt 4095.50 Rupees Four

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

stone aggregate 20mm nominal size) and providing Five and Paise

necessary pin headers including shuttering, scaffolding, Fifty Only

laying, vibrating, curing and finishing complete without V-

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

9 Providing and fixing post and pipe railing as per 500.00 Rmt 1211.52 Rupees One

detailed drawing including 3 coats of painting to steel Thousand Two

works complete. Hundred Eleven

and Paise Fifty

10 Supplying and fixing reinforced concrete heavy duty non- 50.00 Rmt 2108.86 Rupees Two

pressure pipes with collars for culverts including setting Thousand One

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

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

vertically vibrated technology of following internal Six Only

diameter. (iv) 600 mm dia.

11 Supplying and fixing reinforced concrete heavy duty non- 50.00 Rmt 1462.01 Rupees One

pressure pipes with collars for culverts including setting Thousand Four

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

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

vertically vibrated technology of following internal One Only

diameter. (iv) 450 mm dia.

12 Supplying and fixing reinforced concrete heavy duty non- 50.00 Rmt 1095.18 Rupees One

pressure pipes with collars for culverts including setting Thousand Ninety

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

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

vertically vibrated technology of following internal

diameter. (iv) 300 mm dia.

13 Providing and laying in position FE 550D TMT bar 29.64 MT 73858.68 Rupees Seventy

reinforcement including cutting, bending, hooking and Three Thousand

tying complete as per detailed drawings for the Eight Hundred

following.(A) Piers (B) Abutments (C) R.C.C. Returns Fifty Eight and

Paise Sixty Eight

14 Providing & Casting in situ Ordinary Cement Concrete 1430.00 Cmt 4714.68 Rupees Four

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

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

including including tamping ,vibrating, finishing and Fourteen and

curing complete.Finishing the cement concrete road by Paise Sixty Eight

trimix process inclusive of labour charges for trimix Only

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.

15 Providing and fixing Indicator stone of RCC Type Design 81.00 No 487.92 Rupees Four

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

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

Ninety Two Only

16 Providing and fixing Hectometer as per I.R.C. type design 4.00 No 356.50 Rupees Three

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

CC 1:5:10 and Paise Fifty

17 Providing and fixing Ordinary Kilometer Stone of precast 1.00 No 704.33 Rupees Seven

C.C. 1:2:4 including necessary reinforcement as per Hundred Four

I.R.C. type design in C.C. 1:4:8 including and Paise Thirty

painting,lettering etc. complete (For O.D. road V.R.) Three Only

18 Citizen's Information Board - Providing and fixing of 1.00 No 9860.63 Rupees Nine

typical Project information board as per instruction. Two Thousand Eight

ACP Sheets of 3 mm thick, of 900 mm x 750 mm size Hundred Sixty

fixed at top & bottom duly rivetted with MS angles of 25 x and Paise Sixty

25 x 5 mm thick M.S. angles shall be welded by two Three Only

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.

19 Providing and fixing Logo Board of Project diamond size 1.00 No 2393.70 Rupees Two

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

mm) 16 guage thick M.S. Plate and 2.40 meter deep Hundred Ninety

length single angle 75 x 75 x 6 mm size including fitting in Three and Paise

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

excavation, painting, lettering with luminious colour as

per drawing etc.

20 Cautionary Warning Sign / Give Way Sign :-Providing and 5.00 No 3906.19 Rupees Three

fixing sing boards made out of 4mm ACP (Aluminium Thousand Nine

Composite Panel); size 90 x 90 x 90 cms. equilateral Hundred Six and

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

phospheting process & acid etching; coated with one Only

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

21 Distance Informatory / Destination Sign :-Providing and 3.00 No 18254.19 Rupees Eighteen

fixing sign boards made out of 2mm aluminium sheet / Thousand Two

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

cms. rectangular as per design of IRC-67-2012. Pre Four and Paise

treated with phospheting process & acid etching; coated Nineteen Only

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.

22 STOP Sign :-Providing and fixing sing boards made out of 4.00 No 6704.36 Rupees Six

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

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

with phospheting process & acid etching; coated with and Paise Thirty

one coat of epoxy primer and two coats of best quality Six Only

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

23 Providing and Fixing Village Name sing board having both 3.00 No 6397.43 Rupees Six

side covered with 4mm ACP Sheet size 90x60 cms Thousand Three

rectangular with message as per the design, pretreated Hundred Ninety

with phospheting process & acid etching with one coat Seven and Paise

of epoxy primer and two coats of best quality epoxy Forty Three Only

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

24 Chevron Sign :-Providing and fixing sing boards made out 16.00 No 3711.75 Rupees Three

of 3mm ACP (Aluminium Composite Panel); size 60x45 Thousand Seven

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

treated with phospheting process & acid etching; coated and Paise

with one coat of epoxy primer and two coats of best Seventy Five

quality epoxy paint ; reflectorised with High Intensity Only

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

25 Hazard Marker Sign :-Providing and fixing sing boards 12.00 No 3518.69 Rupees Three

made out of 3mm ACP (Aluminium Composite Panel); Thousand Five

size 90x30 cm rectangular as per design of IRC-67-2012. Hundred

Pre treated with phospheting process & acid etching; Eighteen and

coated with one coat of epoxy primer and two coats of Paise Sixty Nine

best quality epoxy paint ; reflectorised with High Only

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

26 Regulatory/Mandatory signs :-Providing and fixing sing 5.00 No 3540.12 Rupees Three

boards made out of 4mm ACP (Aluminium Composite Thousand Five

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

2012. Pre treated with phospheting process & acid and Paise Twelve

etching; coated with one coat of epoxy primer and two Only

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

27 Road Marking with Hot Applied Thermoplastic Paints 212.00 Sqm. 367.72 Rupees Three

with reflectorising glass beads on bitumin surface. Hundred Sixty

Providing and laying a hot applied thermoplastic Seven and Paise

compound 2.5 mm. thick including reflectorising glass Seventy Two

beads @ 250 gms per sqm. area, Thickness of 2.5 mm is Only

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.

28 Supplying and fixing cat eye (Stimsonite) made out from 232.00 No 375.72 Rupees Three

Acrilo beautile sterine injuction high compressed Hundred Seventy

molding with reflector made of MMC (prismatic type of Five and Paise

size 12cm x 6cm x 2.5cm) provided with bituminous Seventy Two

adhesive 100g. with each unit for fixing. (High Intensity Only

29 Providing and fixing in position PVC SWR pipes IS 13592 50.00 Rmt 265.34 Rupees Two

for Drain - 110 mm dia. Hundred Sixty

Thirty Four Only

Rupees Two Crores Nine Lakhs Sixteen Thousand Seven Hundred Fifty and Paise Twenty Eight 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

Mehsana 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