Road

Name of work :- Construction of Limdhra to Baradiya Road (NP) Km.0/0 to 4/300 Taluka:

Visavadar Dist.Junagadh (MMGSY-2024-25)

BILL OF QUANTITIES

Item Description of Item (With brief specification and Quantity Total Rate In Amount

No. reference to book of Specification) Qty. Figures

1 Clearing and grubbing of road land 0.87 One 28393.04

incl.uprooting rank vegetation, grass, bushes, Hect

shurbs, saplings and trees girth upto 300mm .

removal of stumps of trees cut earlier and

disposal of unserviceable materials © By

mechanical means in area of Light jungle.

2 Supplying and stacking Selected Hard Murrum 4131.70 One 398.95

for side shoulder including spreading etc. Cum

3 Granular Sub-base 3114.00 One 839.31

Construction of 150mm Granular Sub base Cum

Grade-II C.B.R. not less than 30% by providing

coarse graded materials, consisting B.T. crushed

stone aggregate & combination of sand stone

dust/grit spreading in uniform layers with

mortor grader on prepared surface mixing by

mix in place method with rotavator at OMC to

required density including filling the

depression which occur during the process

using vibratory roller 8 T to 10 T complete as

4 WBM Grading-1 1401.30 One 1091.81

Providing, laying, Spreading and compacting Cum

B.T.M.C. Stone Aggregate of 90mm to 45mm

size to WBM I 100mm thick including

Spreading in Uniform thickness hand patching,

Rolling with Vibratory roller 8-10 tonnes tov

proper grade and camber, applying and

brooming requisite type of Screaning /binding

/ siller materials to till of the Inter section of

cross aggregate noteraj and Compacted to the

Requiared dencity Grading-I Using screaning

type-A [13.20 mm Aggregate]

Item Description of Item (With brief specification and Quantity Total Rate In Amount

No. reference to book of Specification) Qty. Figures

5 WBM Grading-2 2101.95 One 1017.07

Providing and laying Spreading and Cum

Compacting B.T.M.C. stone aggregate of 63 mm

to 45mm size to WBM II 150mm thick in two

layers including spreding in uniform thickness

hand packing rolling with vibratory roller 8-10

tones to proper grad and camber applying and

brooming requisite type of screening /binding

/filler materials to fill up the interstices of

coarse aggregate watering and compacting to

the required density. Grading - II using

screening type- A [13.20 mm agg.]

6 Providing and laying evenly priming coat with 9750.00 One 58.58

emulsion SS-1 at rate of 7.5 Kg/10 Sqm Sqm

7 Providing laying and rolling of 37.5 mm thick 10237.50 One 158.87

Built Up spray Grout using bitumen for tack Sqm

coat at the rate of 4.00 Kg/10-Sqm. On WBM

/BT surface with spreading stone agg. at the

rate of 0.50 cum/10-sqm with dry rolling and

spraying bitumen VG-30 over it at the rate of

Kg/ 10sqm. And then spreading over it stone

agg. at the rate of 0.13 cum/ 10-sqm of key agg

on top in accordance with the requirement of

specification incl. cost of stone agg. bitumen

consolidation with vibratory roller, necessary

firewood labor charges machineries equipment

tools etc. comp.

Item Description of Item (With brief specification and Quantity Total Rate In Amount

No. reference to book of Specification) Qty. Figures

8 Providing and laying 37.5 mm thick 820.00 One 2613.88

Bituminious Macadam (B.M.) in one layers on MT

the existing B.T. surface using stone chips as per

gradation and using Emulsion RS1 for tack coat

at rate of 2.5 kg/ 10 sq.m. on B.T. surface and

Bitumen VG-30 34KG/MT by weight of total

mix by using stone chips as per MORT & H

specification including heating asphalt and

aggregrates by Drum mix plant and spreading

by paver finisher to the required grade, level

and alighnment and rolled including

consolidation with vibratory road roller as per

clasuses 501.6 and 501.7 to achieve the desired

compaction and providing, operating plant

machineries, equioments, tools, plants, oil fire

wood, keresone and all labour charges

9 Providing and laying 20 mm thick average Mix 458.00 One 3224.93

sealsurface using stone chips dust as per MT

gradation and using bitument for mixing VG-30

at the rate of not less than 50.90Kg / M.T. on BT

surface using stone chips as per M.O.R.T.H

specification including heating the asphalt and

aggregates by Hot Mix Plant and spreading the

same by paver finisher including consolidation

with Vibratory Roller and providing, operating

plant machineries, equipment, tools, plants, oil,

fire wood, kerosene and all labour charges etc.

10 Excavation for foundation upto all depth 2471.50 One 190.42

including sorting out and stacking of useful Cum

materials and disposing of the excavated stuff

upto all lead. Dense or hard soil.

Item Description of Item (With brief specification and Quantity Total Rate In Amount

No. reference to book of Specification) Qty. Figures

11 Excavation for foundation upto necessary depth 45.00 One 412.01

including sorting out and stacking of useful Cum

materials and disposing of the excavated stuff

upto all lead. Hard Murrum

12 Providing and laying rubble for apron (Each 295.22 One 1041.05

stone weighting not less than 40kg) including Cum

and packing and filling in the interstices with

13 Providing and laying cement concrete 1:3:6 (1- 346.49 One 3639.03

Cement : 3- coarse sand : 6- hand broken stone Cum

aggregates 40 mm nominal size) and curing

complete including cost of formwork in (A)

Foundation. (PCC)

14 Providing and laying cement concrete 1:2:4 (1- 103.11 One 3697.91

Cement: 2-Coarse sand : 4- graded stone Cum

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

15 Providing and filling in foundation with 45.00 One 3245.56

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers incl.

Formwork, vibrating, ramming and curing

16 Providing and casting in situ controlled cement 116.36 One 5183.96

concrete M-250 for R.C.C. return as per Cum

drawings including centering shuttering,

scaffolding where necessary, laying vibrating,

curing and finishing complete.(A) Height from

0.0 to 5.0 M. (1) Piers

(2) Abutment (3) RCC return

17 Providing and cast in situ Ordinary Cement 466.19 One 4051.36

Concrete M-150 Mix and providing necessary Cum

pin headers including shuttering scafolding,

laying, vibrating, curring and finishing

complete without V-grooves (A) all heights.

Item Description of Item (With brief specification and Quantity Total Rate In Amount

No. reference to book of Specification) Qty. Figures

18 Providing and casting in situ Controlled 165.40 One 4612.81

Cement Concrete M-250 for R.C.C. Raft and cut- Cum

off walls including neccesary shuttering laying,

vibrating ramming of curing complete.

19 Providing and casting in situ Controlled 60.44 One 4507.17

Cement Concrete M-200 for R.C.C. Raft and cut- Cum

off walls including neccesary shuttering laying,

vibrating ramming of curing complete.

20 Construction of un-reinforced, dowel jointed, 1473.21 One 5234.83

plain cement concrete pavement over a Cum

prepared sub base with concrete grade M25,

coarse and fine aggregate conforming to IS

maximum size of coarse aggregate not

exceeding 25 mm, mixed in a as per approved

mix design, transported to site, laid with a fixed

form or slip form paver, spread, compacted and

finished in a continuous operation including

provision and cost of contraction, expansion,

construction and longitudinal joints, joint filler,

separation membrane, joint sealant, debonding

strip, dowel bar, tie rod, admixtures as

approved, finishing to lines and grades as per

drawing and as directed by the engineer in

21 Providing and casting in situ controlled cement 103.86 One 5732.46

concrete M-250 for R.C.C. solid slab & Approch Cum

Slab including centering, scaffolding curing and

finishing complete.

22 Providing and laying weep hole in Abutment 106.00 One 58.54

and returns by using A.C pipe of 100mm. Incl. No

fixing in proper grade and jointing the

complete as per detailed specification

23 Providing and laying filter media 600mm. thick 111.30 One 1180.34

directed at the back of abutments, returns and Sqm

wing walls as per detailed specifications.

Item Description of Item (With brief specification and Quantity Total Rate In Amount

No. reference to book of Specification) Qty. Figures

24 Providing and laying in position FE 500 TMT 11309.850 One 75.36

bar reinforcement including cutting, bending, Kg

hooking and tying complete as per detailed

25 Filling available excavated earth (excluding 1267.37 One 130.39

rock ) in trenches plinth sides of foundation etc. Cum

in layers not exceeding 20cm in depth

consolidating each deposited layer by ramming

26 Supplying and fixing reinforced concrete heavy 30.00 One 6595.90

duty non presure pipes with collars for Rmt.

culverts carrying heavy traffic as per IS 458-

1971 specification including setting and joinng

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

level or slope) of I.S. Class NP-4 of following

internal diameter with all lead and lift. (i)

27 Dismantling the existing structure including 20.25 One 389.74

removing and stacking the dismantled Cum

materials as and where directed. (B) Rubble

28 Dismantling the existing structure including 1276.88 One 886.05

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

29 Providing and fixing Precast cement concrete 18.00 One 356.50

Hectometer as per IRC type design incl. No

painting, lettering etc. fixing in C.C. 1:5:10.

30 Providing and fixing Precast cement concrete 251.00 One 96.72

Guard stone as per I.R.C. type design including No

white washing etc. complete. Fixing in Earth

31 Providing and fixing ordinary Kilometer stone 4.00 One 891.53

of pre-cast C.C. 1:2:4 including necessary No

reinforcement as per I.R.C. type design in C..C.

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

32 Providing and fixing 5th Kilometer stone of 1.00 One 1935.15

pre-cast C.C. 1:2:4 including necessary No

reinforcement as per I.R.C. type design in C..C.

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

Item Description of Item (With brief specification and Quantity Total Rate In Amount

No. reference to book of Specification) Qty. Figures

33 Providing and fixing Indicator stone of 392.00 One 102.85

approve stone as per I.R.C. type design in C.C. No

1:4:8 including white washing etc. complete

Fixing in Earth

34 Village name Sign :- 2.00 One 6397.43

Providing and fixing sign boards made out of 2mm No

aluminium sheet/4mm ACP (Aluminium composite

Panel); size 90x60 cms. 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 reflectivesheeting of Type-

4 as per ASTM D-4956 and latest M.O.S.T.Specifications;

3.3mtr 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

withbestquality 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

x60 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

35 Providing and fixing retro Reflective Hi Intensity Micro 2.00 One 7610.66

Prismatic Grade Board using 2mm Aluminum / 4mm ACP,

angle iron 75 x 75 x 6mm. Descaling and degreasing the board

as per requirement using epoxy reflactive process by screen

painting as directed etc. complete including transporting and

fixing in C.C. 1:2:4 with necessary excavation curing etc.

complete as per I.R.C. 67-2012 design. A warranty for 7 years

for the Retro reflective sheeting from original manufacturer & a

certified copyof 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 (MDR/ODR) retro reflective

Item Description of Item (With brief specification and Quantity Total Rate In Amount

No. reference to book of Specification) Qty. Figures

36 Providing and fixing Flood guage post mark of 4.00 One 1515.00

'C' angle size 100mm x 50mm x 6mm thick (in No

head wall 0.500mt. And 1.50mt. Out side with

painting and lettering with redeum color as

37 Regulatory/Mandatory signs : 2.00 One 3540.12

Providing and fixing sign boards made out of 2mm No

aluminium sheet 1/4mm ACP (Aluminium composite

Panel); size 60 cms. Dia Circle 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 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

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.

Item Description of Item (With brief specification and Quantity Total Rate In Amount

No. reference to book of Specification) Qty. Figures

38 Hazard Marker Sign :- 28.00 One 3518.69

Providing and fixing sign boards made out of 2.0 mm No

aluminium sheet / 4 mm ACP (Aluminium composite

Panel); size 90x30 cms. 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;

1.8mtr 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 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

eachleg 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 contractor. (B)

Class-B Type-4 Retro Reflective sheeting

Item Description of Item (With brief specification and Quantity Total Rate In Amount

No. reference to book of Specification) Qty. Figures

39 Chevron sign :- 20.00 One 3711.75

Providing and fixing sign boards made out of 1.5mm No

aluminium sheet / 3mm ACP (Aluminium 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

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 & 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 sheeting

Item Description of Item (With brief specification and Quantity Total Rate In Amount

No. reference to book of Specification) Qty. Figures

40 Cautionary Warning Sign : 14.00 One 3906.19

Providing and fixing sign boards made out of 2mm No

aluminium 4mm ACP (Aluminium 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 reflectivesheeting 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 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

eachleg 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 contractor. (B)

Class-B Type-4 Retro Reflective sheeting

41 Citizen's information Board. Providing and 0.00 One 0.00

Item Description of Item (With brief specification and Quantity Total Rate In Amount

No. reference to book of Specification) Qty. Figures

41 Road Marking with Hot Applied paints with 1496.00 One 367.72

reflectorising glass beads on bitumin surface Sqm

providing and laying a hot applied

thermoplasting compund 2.5mm thick

including reflectorising glass beads @250 gm

per sq.mtr area, thickness of 2.5mm is excluding

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/centerline/edge line/ cut patta.

the while color marking should provide

liminance coefficient on cement road shall be

min. 130 mcd/m2/lux and asphalt road shall be

min 100 mcd/m2/lux during the survice life

during the date the marking should meet the

performanace criteria for night time reflectivity,

wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015

warranty for retroreflectivity shall be two years.

Item Description of Item (With brief specification and Quantity Total Rate In Amount

No. reference to book of Specification) Qty. Figures

42 Cat Eye / Road Stud / RPM: 554.00 One 326.23

Supplying of Molded Twin Shanks Raised No

Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with micro

prismatic 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 4280 Type H and complying to

Specifications of Category A of MORTH Circular

No RW/NH/33023/10-97 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 strength of

detachment of the integrated cylindrical shanks, (of

diameter not less than 19 +/- 2 mm and height not

less than 30+/-2 mm) from the body is to be a

minimum value of 500 Kgf. Fixing will be by

drilling holes on the road for the shanks to go

inside, without nails and using epoxy resin based

adhesive as per manufacturers recommendation

and The color of the marker should be as per the

IRC 35-2015 and as directed by Engineer-in-charge.

Item Description of Item (With brief specification and Quantity Total Rate In Amount

No. reference to book of Specification) Qty. Figures

43 Distance Informatory/ Destination sign: Providing and 2.00 One 18254.19

fixing sign boards made out of 2mm aluminium sheet / No.

4mm ACP (Aluminium composite Panel); size 180x120

cms. 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; 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 best quality

eроху 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 eachleg 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

44 Finishing wall with weather proof exterior 139.00 One 114.53

emulsion paint on wall surface (two coats) to No

give an required hape even shade after

thoroughly brushing the surface to remove all

dirt, and remains of loose powdered

materials.etc complete

Item Description of Item (With brief specification and Quantity Total Rate In Amount

No. reference to book of Specification) Qty. Figures

45 Cautionary warning sign:-Providing & Fixing 4.00 One 3808.66

sign boards made out of 2mm. alluminium No

sheet size 90x90x90cms. equilateral triangle as

per design of IRC-67-1977 Pretrated with

phospheting process & acid atching: coated

with one coat of apoxy primer and two coats of

best quality epoxy paint, reflectrorised with

retro reflective sheeting as per latest

MOSTspecifications. 3.1mt. lomg stand post &

frame fabricated from suitable size iron angle of

35x35x3 mm., 75x75x6mm. required paited with

best quality epoxy coatings in black and white

bends, the detail of symbols for each board shall

be as per the instruction of the engineer in

charge. The fixing at site shall be in C.C. 1:2:4

block of size 45x45x60 cms for each leg, incl.

excavation,curing etc. comp.under the

supervision of Engineer - in charge. (A)

Engineer grade.

Three Crore Eighteen Lakhs Twenty Seven Thousand Seven Hundred Twenty

Rupees and Three Paisa Only

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent (

Should be written in figures and words ) of the estimated rate mentioned above. Amount of My \

Our tender works put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

Item Description of Item (With brief specification and Quantity Total Rate In Amount

No. reference to book of Specification) Qty. Figures

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.

2.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3.GST and Income tax TDS will be deducted at a source while making payments of bills

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.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Visavadar Junagadh