CONSTRUCTING OF JUNA PURANA TO BHADIYA ROAD. Pkg No.MMGSY / OWR / PTN / 18 / 2021 - 22)., TA-RADHANPUR, DIST-PATAN.

Constructing of Juna Purana To Bhadiya Road. (MMGSY / OWR / PTN / 18 / 2021 - 22)., Ta-

Radhanpur, Dist-Patan.

QUANTITY STATEMENT Tender rate Total Amount

QUANTITY STATEMENT Tender rate Total Amount

It. Quantities according to

Item of Work Unit

No. Estimated In Figure In words

1 6.00 Clearing and grubbing road land including 32018.93 Rupees Thirty Two Hect

uprooting rank vegetation grass bushes, shrubs, Thousand Eighteen

sapling and trees girth up to 300 mm removal of and Paise Ninety

stumps of trees cut earlier and disposal of Three Only

unserviceable materials (C) By mechanical

2 15990.00 Earth work for embankment with selected soil 165.95 Rupees One Cmt

including breaking clods, dressing, with all, lead Hundred Sixty Five

and lift (excluding watering and consolidation) and Paise Ninety

(A) From borrow area with all lead and lift & CBR Five Only

3 4116.00 Collecting carting ,stacking,spreading and 783.76 Rupees Seven Cum.

levelling coarse sand in 150 mm thick compacted Hundred Eighty

layer,including watering up to OMC ,rolling and Three and Paise

consolidation with vibratory roller tec. complete Seventy Six Only

4 2530.00 Provdining and laying W.B.M of B.T.M.C metal of 1741.48 Rupees One Cmt

size 45 mm to 90 mm size including 0.27 Cu.m. Thousand Seven

stone screening & 0.08 Cu.M. stone dust as filler Hundred Forty One

including spreading, watering & consolidation by and Paise Forty

vibratory roller 80KN to 100KN static weight.100 Eight Only

mm thick compected.

5 3282.00 Provdining and laying W.B.M of B.T.M.C metal of 1581.54 Rupees One Cmt

size 45 mm to 63 mm size including 0.12 Cu.M. Thousand Five

Stone Screeing & 0.08 Cu.M. stone dust as filler Hundred Eighty

including spreading, watering & consolidation by One and Paise Fifty

vibratory roller 80KN to 100KN static weight. 75 Four Only

mm thick compected.

6 674.40 Providing hard side shoulder of 100 mm thick for 835.48 Rupees Eight Cmt

embankment using quarry spall with all lead and Hundred Thirty

lift and including watering and rolling and Five and Paise

consolidation of sub grade in layers at OMC to Forty Eight Only

required dry density including filling depression

which occur during the process using vibratory

roller of 80 KN to 100 KN (selected quarry spall

having CBR value not less than

7 1641.00 Providing and laying bituminous grout base 1938.48 Rupees One MT

course 37.5 mm thick using asphalt Grade VG-30 Thousand Nine

for tackcoat at the rate of 4.00 kg/10 smt on Hundred Thirty

WBM Surface using B.T. stone aggregate as per Eight and Paise

required gradation with the asphalt of VG-30 Forty Eight Only

grade at the rate of 1.99 % i.e. 19.90 Kg/M.T. by

weight by mix including heating and mixing in

drum mix plant, transporting the mix spreading

the same by paver finisher and consolidation by

vibratory roller including cost of all materials,

fuel labours, tools and plants etc. using

contractors own drum mix plant etc complete

8 1194.00 Providing and laying 25mm thick compacted 2771.44 Rupees Two MT

open graded premixed carprt using machine Thousand Seven

crushed stone aggregate and binder VG-30 grade Hundred Seventy

bitumem at the rate of 3.36% by weight of total One and Paise

wt of mix (i.e. 33.60 kg/M.T.)for binding & Forty Four Only

asphalt for tack coat at the rate of 2.50 Kg./10

Sqm. with mechanical sprayer including heating

the asphalt and aggregate by continuous

batching mixing by drum mix plant and

tranporting the mix and laying the same by paver

finisher to required level and grade and rolling

with vibratory roller 80 to 100 KN static weight

using all necessory equipment tools and plant

including cost of all material firewood oil

lubricant labour charges etc.

9 597.00 Providing and laying premix seal coat using 3139.90 Rupees Three MT

B.T.chips ( 6 to 10mm size ) 0.18Cum./10 Sq.mt. Thousand One

i.e. 0.66 Cum. aggregate / 1 M.T. mix and asphalt Hundred Thirty

grade VG-30 at the rate of 4.5% of mix i.e. 45 Nine and Paise

Kg./MT including heating the asphalt and Ninety Only

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

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.

10 21875.00 Providing & laying priming coat with emulsion SS 37.37 Rupees Thirty Smt

1 grade and spraying emulsion with spray set Seven and Paise

fitted on mechanical bouzer using emulsion at Thirty Seven Only

the rate of 7.5 Kg./10 Sqm. On WBM surface incl.

cleaning the surface etc. complete.

11 21875.00 Providing and applying tack coat with Bitumen 11.62 Rupees Eleven and Smt

emulsion (RS-1) using emulsion distributor at the Paise Sixty Two

rate of 2.50 kg per 10 sqm on the prepared Only

granular surfaces treated with primer & cleaned

with Hydraulic broom.

12 946.00 Excavation for foundation upto 1.5 m depth 67.83 Rupees Sixty Seven Cmt

including sorting out and stacking of useful and Paise Eighty

material and disposing off the excavated stuff Three Only

upto 50 m lead(A) Loose or soft soil

13 332.50 Providing and laying cement concrete 1:4:8 2270.99 Rupees Two Cmt

(1cement : 4 coarse sand : 8 Machine Crushed Thousand Two

stone aggregates 40 mm. nominal size) and Hundred Seventy

curing complete excluding cost of from work in and Paise Ninety

:(a) Foundation and plinth. Nine Only

14 862.00 Providing and casting in situ ordinary cement 2590.39 Rupees Two Cmt

concrete M-150 mix and providing necessary pin Thousand Five

headers including shuttering, scaffolding, laying Hundred Ninety

vibrating curing and finishing complete without V and Paise Thirty

Grooves. (A) Height from 0.0 to 5.00 mt. Nine Only

15 100.00 Supplying and fixing reinforced concrete heavy 2362.99 Rupees Two Rmt

duty non-pressure pipes with collars for culverts Thousand Three

including setting and joining the pipes in cm. 1:2 Hundred Sixty Two

watering and laying (To level of slops) of I.S. and Paise Ninety

498/1971 Class NP 3 casted by vertically vibrated Nine Only

technology of following internal diameters. (vii)

16 5790.00 Providing TMT Bar FE 500/500D reinforcement 45.48 Rupees Forty Five KG

for R.C.C. work including bending, binding and and Paise Forty

placing in position complete upto floor two level Eight Only

17 415.00 Providing and laying weep holes in abutment and 52.44 Rupees Fifty Two Nos.

return by using A.C.pipe of 100mm diameter and Paise Forty

with laying in proper grade and joining complete Four Only

as per detailed specification.

18 345.00 Providing and casting in situ ordinary cement 3808.66 Rupees Three Cmt

concrete m-200 mix and providing trimix Thousand Eight

process inclisive of labour charges for trimix Hundred Eight and

vacum dewatring etc complete. Paise Sixty Six Only

19 90.00 Filling around the pipes with murrum including 51.16 Rupees Fifty One Cmt

dressing, tempering etc complete. and Paise Sixteen

20 80.00 Providing diversion for new construction of 968.07 Rupees Nine Rmt

Box culvert by providing necessary earthwork, Hundred Sixty

murrum bedding for water course Eight and Paise

including maintaing till the completion of Seven Only

work and removing the same and clearing

21 24.00 Providing and laying hectometer stone as per IRC 300.18 Rupees Three No

type design including Hundred and Paise

22 1.00 Providing and fixing 5th Kilometer stone of pre- 1046.04 Rupees One No

cast C.C 1:2:4: including necessary reinforcement Thousand Forty Six

as per I.R.C type design fixing in C.C.1:4:8: and Paise Four Only

including letter in and paints etc. complete.

23 5.00 Providing and fixing Ordinary Kilometer stone of 841.73 Rupees Eight No

precast C.C. 1:2:4 including necessary Hundred Forty One

reinforcement as per I.R.C. type design in C.C. and Paise Seventy

1:4:8 including painting,lettering etc. complete. Three Only

24 12.00 Cautionary Warning Sign :-Providing and fixing 3272.72 Rupees Three No.

sing boards made out of 2mm aluminium sheet; Thousand Two

size 90 x 90 x 90 cms. equilateral triangle as per Hundred Seventy

design of IRC-67-1977. Pre treated with Two and Paise

phospheting process & acid etching; coated with Seventy Two Only

one coat of epoxy primer and two coats of best

quality epoxy paint ;reflectorised with retro

refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand

frame fabricated from suitable sizeiron angle of

35 x 35 x 3mm, 75 x 75 x 6mm as required;

painted with bestquality epoxy coatings in black

andwhite bends. The details of symbol foreach

board shall be as per theinstruction 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.(B)

High Intensity Grade.................

25 4.00 Village name/ Bump Ahed sign :-Providing and 4162.76 Rupees Four No

fixing sing boards made out of 2mm aluminium Thousand One

sheet; size 90 x 60cms. rectangle as as per the Hundred Sixty Two

design of IRC-67-1977 pre treated with and Paise Seventy

phospheting process & acid etching; coated with Six Only

one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T.

Specifications; Letters and numerals should be as

per IRC-30-1968, 3.1m long (2 nos) stand post

and frame fabricated from suitable size iron

angle of 50 x 50 x 5mm 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 60cms. for each

leg. including excavation curing etc. complete

under the supervision of engineer in

charge.(B)High Intensity Grade .....................

26 4.00 Place ideatification sign :-Providing and fixing 10328.36 Rupees Ten No

sing boards made out of 2mm aluminium sheet; Thousand Three

size 150 x 90cms. rectangle as as per the design Hundred Twenty

of IRC-67-1977 pre treated with phospheting Eight and Paise

process & acid etching; coated with one coat of Thirty Six Only

epoxy primer and two coats of best quality epoxy

paint; reflectorised with retro refiective sheeting

as per latest M.O.S.T. Specifications; Letters and

numerals should be as per IRC-30-1968, 3.1m

long (2 nos) stand post and frame fabricated

from suitable size iron angle of 50x50x5mm

75x75x6mm as required; 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 60cms. for each

leg. including excavation curing etc. complete

under the supervision of engineer in

charge.(B)High Intensity Grade .....................

27 2.00 Citizen' s information Board- Providing and fixing 9461.68 Rupees Nine No

of typical MMGSY information board as per Thousand Four

instruction. Two ACP sheets of 3 mm thick, of Hundred Sixty One

900 mm x 750mm size fixed at top & bottom and Paise Sixty

duly rivetted with MS angles of 25 x 25 x 5 mm Eight Only

thick M.S angle shall be welded by two vertical

M.S angle of 5 mm thick to 75 mm x 75 mm of

SWG square tubes posts duly embedded in

cement concrete M-15 grade blocks of 600mm x

600mm x 75mm, below ground level. The letters

& figure of any shade reflectorised with High

Intensity Prismatic Grade Retro Reflective

Sheeting of Type-4 as per ASTM D-4956 and

latest MORD specifications; All sections 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

28 4.00 STOP Sign :-Providing and fixing sign boards 5615.45 Rupees Five No

made out of 4mm ACP (Aluminum composite Thousand Six

Panel); size 90 cms. Octagonal as per design of Hundred Fifteen

IRC-67-2012. Pre treated with phospheting and Paise Forty

process & acid etching; coated with one coat of Five Only

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 MORD Specifications;

3.1mtr long stand post of Iron Angle 75 x 75 x

6mm 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

29 14.00 Hazard Marker Sign :-Providing and fixing sign 2935.22 Rupees Two No

boards made out of 3mm ACP (Aluminum Thousand Nine

composite Panel); size 90x30 cms. rectangular as Hundred Thirty

per design of IRC-67-2012. Pre treated with Five and Paise

phospheting process & acid etching; coated with Twenty Two Only

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 MORD

Specifications; 1.8mtr long stand post of Iron

Angle 75 x 75 x 6mm as required and frame

fabricated from suitable size iron angle of 35 x

x 3mm; 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 shall be

submitted by contractor. (A) Class-B High

Intensity Grade Retro Reflective sheeting

30 24.00 Chevron Sign :-Providing and fixing sign boards 4062.22 Rupees Four No

made out of 3mm ACP (Aluminum composite Thousand Sixty

Panel); size 60x45cm rectangular as per design of Two and Paise

IRC-67-2012. Pre treated with phospheting Twenty Two Only

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 MORD Specifications;

3.1 mtr long stand post of Iron Angle 75 x 75 x

6mm as required and frame fabricated from

suitable size iron angle of 35x35x3mm; 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

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.

31 1200.00 Road Marking with Hot Applied Thermoplastic 299.36 Rupees Two No

compound with Reflectorising Glass Bends on Hundred Ninety

Bituminious surface. Providing and laying of hot Nine and Paise

applied thermoplastic compound 2.5 mm. thick Thirty Six Only

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. The

Finished surface to be level. Uniform and free

from streaks and holes.

In Word Rupees Three Crores Twelve Lakhs Eighty Six Thousand Four Hundred Fifty Three and

Paise Ninety One Only

I / we am/are willing to carry out the work at % Above / below (Percent should be written in figure and words)

of estimated rates mentioned above

Estimated amount put to tender Rs............... Estimated amount put to tender Rs...............

Signature of Contractor

Dy. Executive Engineer Executive Engineer

Panchayat R & B Sub Division Panchayat (R & B ) Division

Radhanpur Patan

Notes 1 - All work shall be carried out as per Public Works Department Handbook and other specifications of Division

or as directed.

Notes 2 - All the columns is Schedule should be filled in ink and the total of the entries in the last column should be

struck by the contractor under his signature

Notes 3 - Rates quoted include clearance of site (prior commencement of work and at its close ) in all respects and

hold good for work under all conditions, site, moisture, weather etc

Note 4 - To be continued on additional sheets, if found necessary