OWR MMGSY 2021-22. - , CONSTRUCTION OF SURAJ TO BAMROLI ROAD JOTANA TALUKA, DIST-MEHSANA.

OWR MMGSY 2021-22. - , Construction of Suraj To bamroli Road Taluka, Dist-Mehsana.

QUANTITY STATEMENT

It. Quantities Tender rate according to

Item of Work Unit

No. Estimated estimated

In Figure In words

1 0.32 Clearing and grubbing road land including 32361.25 Rupees Thirty Two Hec

uprooting rank vegetation grass bushes, shrubs, Thousand Three

sapling and trees girth up to 300 mm removal of Hundred Sixty One

stumps of trees cut earlier and disposal of and Paise Twenty

unserviceable materials (C) By mechanical means Five Only

in area of light jungle

2 2652.00 Earthwork for embankment with selected earth 174.81 Rupees One Cum.

CBR not less than 6 including breaking clods, Hundred Seventy

dressing with all lead and lift (including watering Four and Paise

and consolidation) (B) From Borrow area with all Eighty One Only

3 653.00 Paroviding laying spreading and compacting 100 1097.87 Rupees One Cum.

mm thick granular sub base (G.S.B.) with specified Thousand Ninety

material MC BT Metal of size 53 to 26.5mm 35%, Seven and Paise

26.5mm to 4.75mm 45% and below 2.36mm Eighty Seven Only

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

4 435.00 Provdining and laying W.B.M of B.T.M.C metal of 1684.68 Rupees One Cum.

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

stone screening &0.08 Cu.M. stone dust as filler Hundred Eighty

including spreading, watering & consolidation by Four and Paise Sixty

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

mm thick compected.

5 607.50 Provdining and laying W.B.M of B.T.M.C metal of 1521.06 Rupees One Cum.

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

Stone Screeing &0.08 Cu.M. stonedust as filler Hundred Twenty

including spreading, watering & consolidation by One and Paise Six

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

mm thick compected each of two layer.

6 304.00 Providing and laying 37.5mm thick bituminous 2439.61 Rupees Two MT

grout base course using M.C stone B.Tstone. as Thousand Four

per gradation and asphalt VG-30 for mixing 1.99% Hundred Thirty

of mix i.e 19.90/MT by weight including heating Nine and Paise

the asphalt and aggregate by hot mix hot laid Sixty One Only

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.

7 335.00 Providing and laying 37.50 mm thick B.M. using 3166.19 Rupees Three MT

M.C stone B.T. stone. as per M.O.R.T. & H. Thousand One

specification & asphalt for tack coat at the rate of Hundred Sixty Six

2.5 Kg./10 Sqm. with mechanical sprayer & and Paise Nineteen

bitumen grade VG 30 for mixing at the rate of 35 Only

Kg./M.T. i.e. 3.50% 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.

8 187.00 Providing and laying 20 mm thick M.S.S. using B.T. 3896.98 Rupees Three MT

aggregates (As per MORTH & H Gradation) and Thousand Eight

asphalt grade VG-30 at the rate of 5.10% of mix Hundred Ninety Six

i.e. 51.00 Kg./MT including heating the asphalt and Paise Ninety

and aggregate by continuous batching drum mix Eight Only

plant, transporting the mixed material by tipper

trucks 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 drum mix palnt and paver finisher.

9 224.00 Excavation for foundation upto 1.5 m depth 78.05 Rupees Seventy Cmt

including sorting out and stacking of useful Eight and Paise Five

material and disposing off the excavated stuff Only

upto 50 m lead(A) Loose or soft soil

10 34.00 Providing & laying CC 1:4:8 , (1 cement:4 Coarse 2487.43 Rupees Two Cmt

sand:8 machine crushed stone aggregate 40mm Thousand Four

nominalsize) and curing complate in Foundation Hundred Eighty

& Plinth. Seven and Paise

Forty Three Only

11 233.00 Providing & casting in situ ordinary cement 2823.76 Rupees Two Cmt

concrete 1:2:4 (1 cement : 2 Coarse sand : 4 Thousand Eight

machine crushed stone aggregate 20mm nominal Hundred Twenty

size) and providing necessary pin headers Three and Paise

including shuttering, scaffolding, laying, vibrating, Seventy Six Only

curing and finishing complete without V-

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

12 60.00 Supplying and fixing reinforced concrete heavy 3862.80 Rupees Three Rmt

duty non-pressure pipes with collars for culverts Thousand Eight

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 Eighty

498/2003 Class NP 3 casted by vertically vibrated Only

technology of following internal diameters. (v)

13 706.00 Providing H.Y.S.D. Bar reinforcement for R.C.C. 58.67 Rupees Fifty Eight kg

work including bending, binding and placing in and Paise Sixty

position complete upto floor two level Seven Only

14 132.00 Providing & laying weep hole in Aburtments, and 55.05 Rupees Fifty Five No.

returns by using AC Pipe of 100mm dia. including and Paise Five Only

laying in proper grade and jointing the completed

as per detailed specification.

15 4.00 Providing and fixing Hectometer as per I.R.C. type 319.22 Rupees Three No

design including painting, lettering etc. Hundred Nineteen

complete.(i) Fixing in Earth and Paise Twenty

16 1.00 Providing and fixing Ordinary Kilometer Stone of 883.40 Rupees Eight No

precast C.C. 1:2:4 including necessary Hundred Eighty

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

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

(For O.D. road V.R.)

17 1.00 Citizen's Information Board - Providing and fixing 8511.27 Rupees Eight No

of typical MMGSY information board as per Thousand Five

instruction. Two ACP Sheets of 3 mm thick, of 900 Hundred Eleven

mm x 750 mm size fixed at top & bottom duly and Paise Twenty

rivetted with MS angles of 25 x 25 x 5 mm thick Seven Only

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 600mm x 75mm,

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 MORD 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.

18 1.00 Providing and fixing Logo Board of MMGSY 3686.50 Rupees Three No

diamond size (600 x 600mm) 16 gauge & board Thousand Six

plate size (900 x 250 mm) 16 guage thick M.S. Hundred Eighty Six

Plate and 2.40 meter deep length single angle 75 and Paise Fifty

x 75 x 6 mm size including fitting in CC Block CC Only

1:2:4, 30 x 30 x 85 Cm including necessary

excavation, painting, lettering with luminious

colour as per drawing etc

19 4.00 Cautionary Warning Sign / Give Way Sign :- 4326.84 Rupees Four No

Providing and fixing sing boards made out of Thousand Three

4mm ACP (Aluminium Composite Panel); size 90 x Hundred Twenty Six

90 x 90 cms. equilateral triangle as per design of and Paise Eighty

IRC-67-2012. Pre treated with phospheting Four 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 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

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

20 1.00 Place Identification Sign :-Providing and fixing sign 12052.33 Rupees Twelve No

boards made out of 2mm aluminium sheet / 4mm Thousand Fifty Two

ACP (Aluminum composite Panel); size 150x90 and Paise Thirty

cms. rectangular as per design of IRC-67-2012. Three Only

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 ASTMD-

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 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 & 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

21 2.00 STOP Sign :-Providing and fixing sing boards made 6178.17 Rupees Six No

out of 4mm ACP (Aluminium Composite Panel); Thousand One

size 90 cms. Octagonal as per design of IRC-67- Hundred Seventy

2012. Pre treated with phospheting process & Eight and Paise

acid etching; coated with one coat of epoxy Seventeen Only

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

22 2.00 Providing and Fixing Village Name sing board 5401.48 Rupees Five No

having both side covered with 4mm ACP Sheet Thousand Four

size 90x60 cms rectangular with message as per Hundred One and

the design, pretreated with phospheting process Paise Forty Eight

& acid etching with one coat of epoxy primer and Only

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

23 300.00 Road Marking with Hot Applied Thermoplastic 299.37 Rupees Two Sqm.

Paints with reflectorising glass beads on bitumin Hundred Ninety

surface. Providing and laying a hot applied Nine and Paise

thermoplastic compound 2.5 mm. thick including Thirty Seven Only

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.

mcd/m2/lux and Asphalt road shall be min

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

In Word Rupees Sixty Five Lakhs Seventy Five Thousand Nine Hundred Twenty Six and Paise Forty Nine 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

Mehsana Mehsana

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