SCSP - MMGSY 2025 - 2026. PTN -66, CONSTRUCTION OF VARIOUS NEW ROAD IN ,NAGVASAN TO BHATHAPARA ROAD. (DISTRICT LIMIT) IN SIDDHPUR TALUKA, DIST-PATAN

SCSP - MMGSY 2025 - 2026. PTN -66, Construction of Various New Road In ,Nagvasan To

Bhathapara Road. (District Limit) In Siddhpur Taluka, Dist-Patan.

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 0.69 Hec 28455.09 Rupees Twenty

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

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

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

mechanical means in area of light jungle Paise Nine Only

2 Earthwork for embankment with selected earth CBR not 3922.00 Cum. 167.76 Rupees One

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

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

From Borrow area with all lead and lift. Seventy Six Only

3 Paroviding laying spreading and compacting 150mm 1384.00 Cum. 1133.22 Rupees One

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

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

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

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

4 clause 401.12.50

Provdining and laying W.B.M of B.T.M.C metal of size 45 789.00 Cum. 1842.24 Rupees One

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

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

watering & consolidation by vibratory roller 80KN to Two and Paise

100KN static weight. 100 mm thick compected. Twenty Four Only

5 Provdining and laying W.B.M of B.T.M.C metal of size 45 1225.00 Cum. 1749.32 Rupees One

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

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

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

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

6 Providing and laying 37.5mm thick bituminous grout 548.00 MT 2854.26 Rupees Two

base course using M.C stone B.Tstone. as per gradation Thousand Eight

and asphalt VG-30 for mixing 1.99% of mix i.e 19.90/MT Hundred Fifty

by weight including heating the asphalt and aggregate Four and Paise

by hot mix hot laid process using drum mix plant Twenty Six Only

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.

7 Providing and laying 37.50 mm thick B.M. using M.C 603.00 MT 3633.98 Rupees Three

stone B.T. stone. as per M.O.R.T. & H. specification & Thousand Six

asphalt for tack coat at the rate of 2.5 Kg./10 Sqm. with Hundred Thirty

mechanical sprayer & bitumen grade VG 30 for mixing at Three and Paise

the rate of 34 Kg./M.T. i.e. 3.40% of total weight of mix Ninety Eight Only

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.

8 Providing and laying premix seal coat using B.T.chips ( 6 200.00 MT 4167.26 Rupees Four

to 10mm size ) 0.24 Cum./10 Sq.mt. i.e. 0.66 Cum. Thousand One

aggregate / 1 M.T. mix and asphalt grade VG-30 at the Hundred Sixty

rate of 4.5% of mix i.e. 45 Kg./MT including heating the Seven and Paise

asphalt and aggregate by continuous batching drum mix Twenty Six Only

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

9 Providing Hard Side Solder of 100mm thick for 188.40 Cum. 839.31 Rupees Eight

embankment using quarry spall with all lead and lift and Hundred Thirty

including watering and rolling and consolidation of sub Nine and Paise

grade in layers at OMC to required dry density including Thirty One Only

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)

10 Excavation for foundation upto 1.5 m depth including 298.00 Cmt 128.79 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 Eight and Paise

soil Seventy Nine

11 Excavation for foundation in sand, gravel, clay soft soils 1057.00 Cmt 535.45 Rupees Five

and murrum etc. including shoring, strutting dewatering Hundred Thirty

as necessary and disposing of the excavated stuff as Five and Paise

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

12 Providing & laying CC 1:4:8 , (1 cement:4 Coarse sand:8 270.00 Cmt 2749.12 Rupees Two

machine crushed stone aggregate 40mm nominalsize) Thousand Seven

and curing complate in Foundation & Plinth. Hundred Forty

13 Providing & casting in situ ordinary cement concrete 1250.00 Cmt 3723.54 Rupees Three

1:2:4 (1 cement : 2 Coarse sand : 4 machine crushed Thousand Seven

stone aggregate 20mm nominal size) and providing Hundred Twenty

necessary pin headers including shuttering, scaffolding, Three and Paise

laying, vibrating, curing and finishing complete without V- Fifty Four Only

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

14 White washing with lime on wall surface (two coats) to 67.00 Sqm. 13.30 Rupees Thirteen

give an even shade including thoroughly brooming the and Paise Thirty

surface to removed all dirt, dust mortar drops and other Only

foreign matter.

15 Painting lines, deashes, arrows, letters etc on roads, Air 34.00 Sqm. 136.49 Rupees One

fields and like in two coats with road marking paint, Hundred Thirty

brushing including cleaning the surface of all dirt, dust Six and Paise

and other foreign matter. (i) Over 10cm in width Forty Nine Only

16 Supplying and fixing reinforced concrete heavy duty non- 40.00 Rmt 3271.56 Rupees Three

pressure pipes with collars for culverts including setting Thousand Two

and joining the pipes in cm. 1:2 watering and laying (To Hundred Seventy

level of slops) of I.S. 458/1971 Class NP 3 casted by One and Paise

vertically vibrated technology of following internal Fifty Six Only

diameters. (v) 900 mm Dia

17 Supplying and fixing reinforced concrete heavy duty non- 75.00 Rmt 5516.63 Rupees Five

pressure pipes with collars for culverts including setting Thousand Five

and joining the pipes in cm. 1:2 watering and laying (To Hundred Sixteen

level of slops) of I.S. 498/1971 Class NP 3 casted by and Paise Sixty

vertically vibrated technology of following internal Three Only

diameters. (vii) 1200 mm Dia

18 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.

19 Providing and laying in position FE 550D TMT bar 7.02 MT 73858.69 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 Nine

20 Providing & laying weep hole in Aburtments, and returns 460.00 No. 151.10 Rupees One

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

laying in proper grade and jointing the completed as per One and Paise

detailed specification. Ten Only

21 Providing & Casting in situ Ordinary Cement Concrete 172.00 Cmt 4955.57 Rupees Four

1:1.5:3 (1 cement : 1.5 Coarse sand : 3 machine Thousand Nine

crushed stone aggregate 20mm nominal size) for C.C. Hundred Fifty

road including including tamping ,vibrating, finishing Five and Paise

and curing complete.Finishing the cement concrete Fifty Seven Only

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.

22 Providing and fixing Indicator stone of RCC Type Design 69.00 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

23 Providing and fixing Hectometer as per I.R.C. type 7.00 No 356.50 Rupees Three

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

Fixing in CC 1:5:10 and Paise Fifty

24 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

25 Citizen's Information Board - Providing and fixing of 1.00 No 9855.58 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 Fifty

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

25 x 5 mm thick M.S. angles shall be welded by two Fifty Eight 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.

26 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 Three and Paise

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

necessary excavation, painting, lettering with luminious

colour as per drawing etc.

27 Cautionary Warning Sign / Give Way Sign :-Providing and 7.00 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

28 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.

29 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

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

30 Providing and Fixing Village Name sing board having 5.00 No 6397.43 Rupees Six

both 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 Sheeting

31 Chevron Sign :-Providing and fixing sing boards made 24.00 No 3711.75 Rupees Three

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

60x45 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

32 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

33 Regulatory/Mandatory signs :-Providing and fixing sing 7.00 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

34 Road Marking with Hot Applied Thermoplastic Paints 353.00 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.

35 Supplying & Fixing CATSEYE (Stimsonite) made out from 292.00 No 375.72 Rupees Three

Acrylo butylAe styrene high compression injection Hundred Seventy

moulding with reflector made of MMC (Prismatic type of Five and Paise

size 12 cm x 6 cm x 2.5 cm)providing with bituminious Seventy Two

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

Rupees One Crore Ninety Two Lakhs Twenty One Thousand Three Hundred Thirty and Paise Fifty One 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.