Resurfacing of Dantkarodi Approach Road (Ch 0/00 to 1/200) Pkg No MMGSY/OWR/ PTN/ 32/ 202526, Ta-Chanasma, Dist.Patan (2nd Try)

NAME OF WORK: 1) Resurfacing of Dantkarodi App Road (Ch. - 0/000 to 1/200) ; Ta- Chanasma; Dist-

BILL OF QUANTITIES / QUANTITY STATEMENT

It. Item Of Work Quantity Unit Rate Amount

1 Clearing and grubbing road land including 0.52 Hector 34889.38

uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and

disposal of unserviceable materials(D) By

mechanical means in area of thorny jungle ( SOR

2 Box cutting the road surface to proper slope and 345.00 Cu.M. 114.44

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed upto 50Mt.lead

3 Earthwork for embankment including breaking 1862.50 Cu.mt. 194.90

clods, dressing with all lead and lift (excluding

watering and consolidation) (D) From Borrow area

within 2.0 Km. lead

4 Providing laying spreading and compacting 45.00 Cu.mt. 1181.92

150mm thick granular sub base (G.S.B.) with

specified material MC BT Metal of size 53 to

mm 35%, 26.5mm to 4.75 mm 45% and below

2.36 mm 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 40 1.12.50

5 Provdining and laying W.B.M of B.T.M.C metal of 202.00 Cu.mt. 2395.78

size 45 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.

6 Provdining and laying W.B.M of B.T.M.C metal of 297.00 Cu.mt. 2179.66

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

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

including spreading, watering & consolidation by

vibratory roller 80KN to 100KN static weight.

mm thick compected.

7 Providing hard side shoulder of 100 mm thick for 150.00 Cu.mt. 1023.37

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 depression

which occur during the process using vibratory

roller of 80 KN to 100 KN (selected quarry spall

having CBR value not less than

8 Providing and laying and Rolling of 37.50 mm thick 448.00 M.T 2352.57

open graded Bituminous grouting with BT

Aggregate 0.66 Cum/10 Smt and using bitumen

graden VG-30 of mixing with aggregate at the rate

of 1.99% i.e. 19.90 kg/M.T.of total mix and

bitumen for tack coat 4 kg/10Smt for W.B.M.

surface and 2.5 kg/10smt on BT surface including

heating and mixing in drum mix plant transporting

, speding, the same with paver finishers and

consolidation with vibretory roller including

neccesary firewood oil libricants labour charges

etc using contractor own drum mix plant and

equipment, tools etc complete in accordance with

requirment of specification.

9 Providing and laying 25 mm thick compacted open 296.00 M.T 3056.11

graded premixed carpet using machine crushed

stone aggregate and tack coat using asphalt VG-

30 at the rate of2.5 Kg. / 10 Sq.mt.on B.T. Surface

& 4 Kg./10Smt on W.B.M. Surface and binder VG-

30 grade bitumen at the rate of 3.36% by weight

of total weight of mix (i.e.33.60 Kg. /

M.T.)Including heating asphalt and aggregate by

continous baching Drum mix plant & transporting

the mix material spreading the same by paver

finishers & consolidation with vibratory roller

80/100 KN statics wt. incl providing tools plants

firewood oil,kerosene labour charges etc. comp.

10 Providing and laying bituminous seal coat using 198.00 M.T 3252.58

stone chips 6mm size 0.24 Cmt/10 Smt

.i.e.0.66Cmt aggregate with bitumen Grade VG-30

4.50 % of weight including heating asphalt and

aggregate by continous batching Drum mix plant

& transporting the mix material spreading the

same by paver finishers & consolidation with

vibratory roller 80/100 KN statics wt. incl

providing tools plants firewood oil,kerosene

labour charges etc. complete.

11 Providing and fixing Hectometer as per I.R.C. type 5.00 Nos. 356.50

design including painting, lettering etc.

complete.(ii) Fixing in C.C. 1:5:10

12 Providing and laying Ordinary kilometer stone of 2.00 Nos. 704.33

pre cast C.C. 1:2:4 including nessesary

rainforcement as per IRC type design in C.C. 1:2:4

including painting lettering etc. comp

13 Village name/ Bump Ahed sign:-Providing and 1.00 Nos. 5045.36

fixing sing boards made out of 2mm aluminum

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

design of IRC-67-1977 pretreated with

phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorized 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.(A) Engineer

14 Chevron sign :-Providing and fixing sign boards 10.00 Nos. 3711.75

made out of 1.5mm aluminium sheet / 3mm ACP

(Aluminum composite Panel); size 60x50cm

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; 3.3 mtr 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 of35x35x3mm;

painted with bestquality 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 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. (A) Class-B Type-4 Retro Reflective

15 Project Information Board: Providing and fixing of 1.00 Nos. 9202.11

typical Project informatory sign boardwith Logo as

per 1700 of MORD specifications and drawing. The

board will be a composite unit consisting ofThree

Plates ACM (Aluminum Composite Material),

material specificaitons as per clause 17001.3. The

topmost plate will be of 3mm ACM in diamond

shape of 600x600mm size, riveted with MS angle

iron frame of25mmx25mmx5mm size on back on

edges. The middle 4mm ACM plate of will be

1200x150mm size rivetedwith MS angle iron

frame of 25mmx25mmx5mm size on back on

edges. The main 4mm ACM lower mostplate will

be 1500mmx600mm size, riveted with MS angle

iron frame of 25mmx25mmx5mm size. Riveting

ofall the sheets over angle and flat iron frame will

be done neatly to have plain surface on one side.

The angleiron frame of lower most plate and flat

iron frame of the middle plate will be welded to

two nos 75mmx75mm (12 SWG) sheet tubes

posts placed at 1125mm apart centre to centre.

the top of the middle platewill be flushed with the

top of 75mm dia medium steel tube posts and

these posts will be embeded in cementconcrete

M15 grade block of 450x450x600mm below

ground level. The height of the bottom of the

16 Cautionary Warnin sign board :-providing and 4.00 Nos. 3906.19

fixing sign boards made out of 2mm aluminium

sheet / 4mm ACP (Aluminum 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 refiectivesheeting

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

M.O.S.T.Specifications; 3.6mtr 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 35 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

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

17 contractor. (B) Class-B

Direction sign Type-4

(Junction Retro Reflective and

board):-Providing 2.00 Nos. 21287.51

fixing sing boards made out of 2mm aluminum

sheet; size 244 x 122cms. rectangle as per the

design of IRC-67-1977 pretreated with

phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorized with retro

reflective 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 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.(A) Engineer Grade(VR)...

18 Hazard Marker Sign:-Providing and fixing sing 4.00 Nos. 2423.74

boards made out of 2mm aluminum sheet; size

x 30cms. rectangle as as per the design/drawing

attached (IRC) pretreated with phospheting

process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy

paint; reflectorized with retro reflective sheeting

as per latest M.O.S.T. Specifications; 3.1m long

stand post and frame fabricated from suitable size

iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm

painted with best quality epoxy coatings The

fixing at site shall be in 1:2:4 CC block of size

45x45x 60cms. for each leg. Including excavation

curing etc. complete under the supervision of

engineer in charge.(A) Engineer Grade(VR)...

19 Cat Eye / Road Stud / RPM: Supplying Raised 233.00 Nos. 217.40

Pavement Markers made of polycarbonate and

ABS molded body and reflective panels with Micro

prismatic lens (No Glass bead lens) capable of

providing total internal reflection of the light

entering the lens face and shall support a load of

13635 kgs. Tested in accordance to ASTM D

Type H and complying to Specifications of

Category A of MORTH Circular No

RW/NH/33023/10-97 Ð DO III Dt 11.06. 1997. The

height, width and length shall not exceed 20 mm,

130 mm and 130 mm and with minimum

reflective area of 13 Sqcm on each side and the

slope to the base shall be 35 +/- 5 degree. The

body of the marker should having finger grip for

easy and accurate placement and application with

epoxy / bituminous Adhesive as recommended by

the manufacturer of the marker. The color of the

marker should be as per the IRC 35-2015 and as

directed by Engineer-in-charge.

20 Road marking with hot applied thermoplastic 254.00 Sq.Mt. 367.72

paints with reflectorizing glass beads on bitumen

surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including

reflectorizing glass beads @ 250gms per sq. area,

thickness of 2.5mm is excluding of surface applied

glass beds 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 luminance 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 for the Retro reflectivity

should be two years.

21 Providing and laying cement concrete 1:4:8 (1 181.17 Cu.M. 2749.06

cement :4 Coarse sand :8 crushed stone

aggregate 40 mm. nominal size) and curing

complete including the cost of form work in (A)

Foundation and Plinth

22 Providing and casting in situ ordinary cement 330.00 Cu.M. 5057.59

concrete M-250 for average 150 mm thick RCC

road laid as directed including tamping ,vibrating,

finishing, curing and filling in joints with bitumen

complete with Compaction and finishing of

cement concrete road by trimix process providing

extra labour charges for the trimix vacum

dewatering service process on cement concrete

road surface by using vacum dewatering pump

floater surface vibrator including making groves

and rough finish to surface as per in including

levelling the complet

23 Providing TMT Bar FE 500 D reinforcement for 5504.00 Kg 77.29

R.C.C. work including bending, binding and placing

in position complete upto floor two level

24 Excavation for foundation upto 1.5 M. depth 68.00 Cu.M. 128.79

including sorting out and stacking of useful

materials and disposing of excavated stuff up to

50M. lead.(a) Loose or soft soil

25 Providing and casting in situ ordinary cement 55.00 Cu.M. 4093.59

concrete M 200 mix and providing necessary pin

headers including shuttering scaffolding, laying,

vibrating and finishing without V grooves

etc.complete. 0.0 to 5.0 mts .

26 Supplying and fixing reinforced concrete heavy 20.00 Rmt 3469.26

duty non pressure pipe with collars for culverts

carrying heavy traffic as per IS 458-1991

specification including setting and joining the

pipes in C.M. 1:2 watering and laying ( to level or

slope) of I.S.Class NP 3 of 900 mm diameters

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 Division Panchayat R & B Sub 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.