CONSTRUCTION OF KHARI VAVDI BHADRADA ROAD TO LAXMIPURA (KHARI VAVDI) ROAD ( CH: 0/0 TO 1/200 KM) PACKAGE NO.MMGSY /SCSP/PTN/ 36/ 2025-2026. TA: PATAN , DIST: PATAN .

BILL OF QUANTITIES / QUANTITY STATEMENT

It. Item Of Work Quantity Unit Rate Amount

1 Clearing and grubbing road land including uprooting 0.72 Hector 28455.09

rank vegetation grass bushes,shrubs,sapling and trees

girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials (C) By

mechanical means in area of light jungle

2 Earthwork for embankment including breaking clods, 7766 Cu.mt. 165.43

dressing with all lead and lift (excluding watering and

consolidation)(C) From Borrow area

within 1.0 Km.lead

3 Rolling & Watering Of earhwork in Layers With 7766 Cu.mt. 23.41

Vibratory Roller including filling in depressions which

occur during the process.

4 Providing hard side shoulder of 100 mm thick for 144 Cu.mt. 525.37

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

5 Providing laying spreading and compacting 812 Cu.mt. 1275.63

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

material MC BT Metal of size 53 to 26.5 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

complete as per

MORT & H clause 40 1.12.50

6 Provdining and laying W.B.M of B.T.M.C metal of size 45 511 Cu.mt. 2014.16

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.

7 Provdining and laying W.B.M of B.T.M.C metal of size 45 731 Cu.mt. 1840.39

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. 75 mm thick compected.

8 Providing and laying bituminous grout base course 357 M.T 2491.05

37.5 mm thick using asphalt VG-30 for tack coat at the

rate of 4 Kg./ 10 Sq.Mt. on WBM surface & 2.50 kg./10

Sq.mt on BT surface using B.T. stone aggregates as per

required gradation with the asphalt of VG-30 grade at

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 plant etc. using

contractors own drum mix plant etc. complete.

9 Providing and laying bitumen carpet 25mm thick 260 M.T 3059.63

compacted using 0.36 Cum, for 10 Sq.mt. of stone chips

1.e. 0.66 Cum. aggregate per M.T. of mix and asphalt

and VG-30 Asphalt @ 2.50 Kg/10 Sq mt for tack coat &

VG-30 for mixing @ rate

Kg./M.T. of mix by hot mix, hot laid process including

heating the asphalt and aggregate by continuous

batching crum mix plant and

10 Providing and laying bituminous seal coat using stone 173 M.T 3301.12

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 Nos. 116.08

design including painting, lettering etc.

complete.(i) Fixing in Earth

12 Providing and fixing ordinary Kilometer stone of precast 1 Nos. 704.33

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

I.R.C. type design in C.C.

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

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

13 Village name/ Bump Ahed sign:-Providing and fixing sing 2 Nos. 5045.36

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

14 Regulatory/Mandatory signs :Providing and fixing sing 5 Nos. 3439.81

boards made out of 2mm aluminium sheet; size 60cms.

diameter circle as per the design of IRC-67-1977 pre

treated with phospheting process

& acid eteching; coated with 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; 3.1m long stand post and

fabricated from suitable size iron angle of 35 x 35 x

3mm 75x75x6mm as required; 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 60cms. for each leg. including

excavation curing etc. complete under the supervision

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

15 Chevron sign :-Providing and fixing sign boards made 10 Nos. 3711.75

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

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

16 Project Information Board: Providing and fixing of typical 1 Nos. 10392.94

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

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

17 Citizen’s information Board- Providing and fixing of 2 Nos. 9982.78

typical information board as per instruction. Two MS

plates of 1.6mm thick, of 900 mm x

750mm size fixed at top & bottom duly welded with MS

angles of 25 x 25 x 5 mm thick M.S plate shall be

welded by two vertical M.S flats & four horizontal M.S

flats 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 600mm x

75mm, below ground level. Painting New letters &

figure of any shade with ready mixed synthetic enamel

paint of superior quality in required shade and color, 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

18 Direction sign (Junction board):-Providing and fixing sing 4 Nos. 14831.71

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

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)...

19 Hazard Marker Sign:-Providing and fixing sing boards 2 Nos. 2423.74

made out of 2mm aluminum sheet; size 90 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)...

20 Cat Eye / Road Stud / RPM: Supplying Raised Pavement 480 Nos. 217.4

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

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

21 Road marking with hot applied thermoplastic paints 360 Sq.Mt. 367.72

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

22 Excavation for foundation upto 1.5 M. depth including 82 Cu.M. 128.79

sorting out and stacking of useful materials and

disposing of excavated stuff up to

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

23 Providing and laying cement concrete 1:4:8 (1 cement 12 Cu.M. 2749.06

:4 Coarse sand :8 crushed stone aggregate

mm. nominal size) and curing complete including the

cost of form work in (A)

Foundation and Plinth

24 Providing and casting in situ ordinary cement concrete 91 Cu.M. 3723.25

M-150 mix and providing necessary pin headers

including shuttering, scaffolding, laying vibrating curing

and finishing complete without V Grooves. (A) Height

from 0.0 to 5.00 mt

25 Supplying and fixing reinforced concrete heavy duty non 20 Rmt 3469.26

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

26 Providing TMT Bar FE 550 D reinforcement for R.C.C. 191 Kg 94.99

work including bending, binding and placing in position

complete upto floor two level

27 Finishing wall with weather proof exterior emulsion 13.56 Sq.M. 122.14

paint on wall surface (two coats) to give an required

shape even shade after thoroughly brushing the

surface to remove all dirt, and

remains of loose powdered materials.etc