Improvement of Vijarkhi Miyatra Nana Thavariya Hadmatiya Road of Jamnagar Taluka Under Kishan path Yojana Package No. JAM/KP/ RS/ Jamnagar /2025-26 / P-21 Taluka : Jamnagar Dist: Jamnagar.

Name of Work:- Improvement of Vijarkhi Miyatra Nana Thavariya Hadmatiya Road of Jamnagar

Taluka Under Kishan path Yojana Package No. JAM/KP/ RS/ Jamnagar /2025-26 / P-21

Taluka : Jamnagar. Dist: Jamnagar.

BILL OF QUANTITIES

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

1 Clearing and grubbing road land including 4.97 Ha. 28455.09

uprooting 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 3105.00 Cum. 173.30

breaking clods, dressing with all lead and lift

(excluding watering and consolidation)(B)

From Borrow area within all lead.

3 Rolling and watering of earth work in layers 3105.00 Cum. 23.17

with Vibratory roller including filling in

depressions which occur during the process

4 Box cutting the road surface to proper slope 1125.00 Cum. 111.84

and camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

5 Rolling and consolidation using vibratory road 2500.00 Sqm. 33.08

roller 8 - 10 tonne capacity (incl. watering)(A)

Earth work (layer not exceeding 200mm

6 Consructing of granular sub-base Gr-I by 375.00 Cum. 1019.09

providing course graded B.T. machine

crushed material satisfying MOST

specification of grading I including spreading

in uniform layer with motor grader on

prepared surface, mixing by mix in place

method with rotavator at OMC and

compacting with vibratory roller to achieve

the desired density etc. complete.

7 Providing & laying compacted WBM 100 mm 220.00 Cum. 1558.43

thick Single layer as per MORTH specification

using machine crushed M.C. Metal of size

45mm to 90mm with using 0.27 Cu.m./10

Sq.m. stone screenings 13.2mm to 10mm

nominal size and binding materials

@0.08Cu.m./10 Sq.m. including spreading in

uniform thickness, watering and consolidation

with vibratory roller etc. complete.

8 Providing and laying WBM 100mm thick 3118.00 Cum. 1339.26

machine crushed B.T. metal of size 40mm to

63mm in required layers with using 21%

screening material of 6 to 10mm size and 10%

stone dust as filler including spreading,

rolling, watering and consolidatation by

vibratory roller etc complete.

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Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

9 Box cutting the road surface to proper slope 10832.00 Cum. 111.85

and camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

10 Providing and Filling in foundation with 2756.00 Cum. 3362.25

ordinary cement concrete M-100 mix &

providing necessary vertical pin headers

including formwork, vibrating ramming and

curing complete.

11 Providing and casting in situ Ordinary trimix 5240.00 Cum. 5468.14

cement concrete M-250 for average 200mm

thick road work laid as directed including

adding super platisizer admixture of IS make

and providing and laying M.S. side rail of road

thickness with necessary nut bolts plates

fixing as per width applying plate vibrator

(electric or diesel) on channel compressor

with vacuum dewatering system by using all

necessary equipments and materials and

machinery such as running screed vibrator on

prelaid M.S. channel for leveling ,Vacume

pump, floating and power towelling etc with

filling the joints with bitumen as directed etc

12 Providing and laying and rolling 37.50mm 2841.00 MT. 2247.25

thick bituminous groutin with B.T. aggregate

as per Required Gradation and using bitumen

Grade VG-30 for Mixing at the rate of 1.99%

i.e. 19.90 kg/M.T. of total mix and RS-1 for

tack coat at the rate of 2.5 kg/10sq.mt on

existing B.T. surface including heating and

mixing in Drum mix plant, trasporting

spreading same by paver finisher and

consolidation by viberated roller including

necessary firewood, oil, kerosene, lubricants

all equipments, tools, labour charges etc.

complete using contractor's own machinary in

accordance with the requirement

of specification

13 Providing and laying 50.00 mm thick B.M. With 3787.00 MT. 2818.91

BT Aggregate RS-1 Emulsion for Tack coat @

2.50 kg/10 sqm using crushed stone

aggregate 0.66 cum/ MT as per MORTH&H

Specification & VG-30 grade bitumen for

mixing @35.00 Kg/1 MT i.e. 3.5% of by weight

of total mix incl. heating and mixing by drum

mix plant and spreading the same with paver

finisher consolidation with vibratory roller

including cost of fuel, hire charges, all

necessary equipments, tools and plant, fire

wood, oil, kerosene labour changes etc

complete. (Using contractor's own Machinery)

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Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

14 Providing and laying 25 mm thick Semi Dense 1980.00 MT. 3340.07

Bituminous Carpet using specified graded

crushed Black trap stone aggregates as per

MORTH gradation using VG-30 bulk bitumen

for mixing at the rate of 5.0 % (50.0 Kg./M.T.)

by hot mix process in drum mix plant and hot

laid process using paver finisher to the

required camber and grade, including rolling

with vibratory roller to achive desired density

including cost of clearing using fire wood, oil,

Kerosene, labour charges and hire charges of

machinaries etc. complete

15 Excavation for foundation in Hard murrum 432.00 Cum. 442.91

upto any depth including sorting out and

stacking of useful materials and disposing

off the excavated stuff upto all lead and lift.

16 Excavation in Soft rock not requiring blasting 192.00 Cum. 458.30

upto any depth including sorting out and

stacking of useful material and disposing off

the excavated stuff upto all lead.

17 Providing & Casting in situ ordinary cement 777.00 Cum. 4013.54

concrete m-150 mix and providing necessary

in headers including shuttering, scaffolding,

laying, vibrating, curing and finishing comp.

without V - grooves.

18 Providing and laying in position FE 500D TMT 4.62 MT. 73858.69

bar reinforcement including cutting, bending,

hooking and tying complete as per detailed

19 Providing & laying weep hole in Aburtments, 560.00 No. 88.76

and returns by using A.C. pipe of 100mm

including laying in proper grede and jointing

the completed as per detailed specification.

20 Providing and fixing ordinary Kilometer stone 9.00 No. 704.33

of precast 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.)

21 Providing and fixing 5th Kilometer stone of 2.00 No. 1935.14

precast 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 N.H., S.H. and M.D.R.)

22 Providing and fixing Hectometer as per I.R.C. 44.00 No. 356.49

type design including painting, lettering etc.

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

23 Providing and fixing guard stone as per I.R.C. 1400.00 No. 106.01

type design including white washing etc.

complete.(i) Fixing in Earth

24 Proviidng and fixing Indicator stone of 479.00 No. 102.84

approved stone as per I.R.C. type design

including white washing etc complete . Fixing

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Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

25 Village name Sign :-Providing and fixing sign 4.00 No. 6397.43

boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum 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 refiectivesheeting 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 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. (B) Class-B Type-4

Retro Reflective sheeting

26 Hazard Marker Sign :-Providing and fixing 20.00 No. 3518.68

sign boards made out of 2.0 mm aluminium

sheet / 4 mm ACP (Aluminum 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 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

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Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

27 Cautionary Warning Sign :-Providing and 12.00 No. 3906.18

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 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

28 Direction (Junction) Sign :-Providing and 3.00 No. 21287.50

fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 244x122 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

50x50x5mm; 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

5 of 8 DTP of Kishan path Pkg-21 11-25.xls

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

29 Road marking with hot applied thermoplastic 816.00 Sqm. 367.72

paints with reflectorising glass beads on

bitumin surface providing and laying a hot

applied thermoplastic compound 2.5 mm

thick including reflectorising glass beads @

250gms per sqm 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 liminance coefficinet

on cemend road shalll 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.

30 Cat Eye / Road Stud / RPM: Supplying of 2258.00 No. 326.23

Molded Twin Shanks Raised 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.

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 +/-

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.

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Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

31 Providing and fixing of typical informatory 2.00 No. 8769.60

sign board with logo as per MORD

specifications and drawing. Three MS Plates

of 1.6 mm thick, top and middle plate duly

welded with MS flat iron 25 x 5mm size on

back on edges. The lower plate will be welded

with MS angle iron frame of 25mm * 25mm The

Angle iron frame of the lower most plate and

flat iron frame of middle plate will be welded

nos. 75mm * 75mm of 12 SWG sheet tubes

posts duly embedded in cement concrete M-

15 grade block of 450mm * 450mm * 600mm

600mm below ground level. The top most

dimond plate will be welded to middle plate by

47mm * 47mm of 12 SWG steel plate tube. All

M.S. will be stove enameled on both sides.

Lettering and printing arrows, border etc. will

be painted with ready mixed synthetic enamel

paint of superior quality in reqired shade and

colour. All sections of framed posts and steel

tubes will be painted with primer and two

coats of epoxy pains as per drawing Clause

1701 and Annexure

32 Providing and erecting a "W" metal beam 280.00 Rmt. 3344.11

crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 70 cm

above road/ground level, fixed on ISMC series

channel vertical post, 150 x 75 x 5 mm spaced

2 m centre to centre, 1.8 m high, 1.1 m below

ground/road level, all, steel parts and fitments

to be galvanised by hot dip process, all

fittings to conform to IS:1367 and IS:1364,

metal beam rail to be fixed on the vertical post

with a spacer of channel section 150 x 75 x

mm, 330 mm long complete as per clause

Amount of my tender work out as under

I / We am/are willing to carry out the work at ………………………………………….. % above / below Percent

[should be written in figures and words] of the estimated rates mantioned above. Amount of my/our tender

works out as under

Estimated Amount Put to tender: Estimated Amount Put to tender:

Deduct % below Add % above

Net Rs. Net Rs.

In words : In words :

Signature of Contractor

Deputy Executive Engineer Executive Engineer

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

Jamnagar Jamnagar.

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Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

1 All work shall be carried out as per Public Works Department Handbook and other

specifications of Division or as directed.

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.

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.

4 The contractor shall exhibit the board at site of work with the details of works, Tender

amount and specification as per Govt. Circular No. BBG / 3277 / 1657 / N, Dt.26-4-78

and as per G.R.No. TNC -1090-24-C, Dt.18-11-91, as directed by Engineer-in-charge of

the works, exhibit board at site of work, for which contractor is not entitiled for any

5 Contractor shall even " NIL " percentage, if no deduction is offered.

6 One percent of work done amount of this work shall be recovered from the contractor

payment as " Labour Cess " in terms of the Guajarat Govt. gazette extra ordinary dt.

12/12/2004 implementation of building and other construction works.(Regulation of

employment & condition of service act

7 Testing of materials shall be as per statement attched for quality control. The material

shall be tested in GERI bill for the testing charge shall be paid by the Department and

% (One percent) of amount put to tender after deduction of cost of material as per

scheule-A shall be recovered from the contractor's running Bill as per GR of R.& B.

Dept. No.TNC / 1085 / 4 / C Dt. 20-12-91 & modified R.& B. Dept. Circular No.SSR /

Signature of Contractor :

Deputy Executive Engineer Executive Engineer

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

Jamnagar Jamnagar

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