Improvement of Various Roads of Kalavad Taluka Under Kishan path Yojana Package No. JAM/KP/RS/Kalavad /2025-26 / P-28. ( 3rd Try)

Name of Work:- Improvement of Various Roads of Kalavad Taluka Under Kishan path Yojana

Package No. JAM/KP/ RS/Jodiya /2025-26 / P-28 Taluka : Kalavad Dist: Jamnagar.

Taluka : Kalavad. 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 1.50 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 3351.00 Cum. 167.58

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 3351.00 Cum. 23.17

with Vibratory roller including filling in

depressions which occur during the process

4 Scarifying gravelled macadam or bitumen 7932.00 Sqm. 42.59

macadam surface 6 cm to 10 cm.depth

including stacking useful materials on road

side and disposing off remaining stuff.

5 Providing and laying wet mix macadam base 839.00 Cum. 1109.99

course as per MORTH specification using

machine crushed B.T. chips as per required

gradation, mixing with required optimum

quantity of water, conveying the mix to site of

work, spreading in to grade and camber with

paver/mechanical means and consolidation

each layer with vibratory roller to aschieve

the desired density including cost of material

labour plant and equipment etc. complete.

6 Providing and laying WBM of 150 mm thick 496.00 Cum. 1158.12

machine crushed B.T. metal (free of

disintegrated pieces of deleterious and

organic matter) of size 40mm to 63 mm in

required layers with using 21% screening

material of 6 to 10 mm size and 10% stone

dust as filler including spreading rolling

watering and consolidatation by vibratory

roller etc. complete and grading as per I.R.C.

code with all lead

7 Providing and applying hincol made or 7932.00 Sqm. 64.64

eqvivalent grade priming coat with emulsion

(SS-1) at the rate of 7.50 kg/ 10 Sq.mt.

including cost of asphalt and preparing the

surface heating, and applying 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)

8 Providing and laying 37.50 mm thick Built up 2074.00 MT. 2225.61

spray grout in one layers using black crushed

stone aggregate as per gradation and

specification including using bitumen VG-30

for Tackcoat at the rate of 2.5 Kg/10 Sqm on

surface by mechanical sprayer and bitumen

VG-30 grade for mixing at the rate of

Kg/ MT by weight of total mix (i.e.1.99%)

including heating and mixing the aggregate

and bitumen by continuous batching drum mix

plant, transporting the mix and spreading the

same by paver finisher and consolidation with

vibratory roller including cost of all materials,

fuel, labours, tools and plants using

contractor's own batch/drum mix plant and

machineries etc. complete in accordance

with the requirement of specification

9 Providing, laying and rolling of 50.00mm 2823.00 MT. 2858.41

compacted thick B.M. in one layer with B.T.

aggregate as specified and using bitumen VG-

30 for tack coat at the rate of 2.50 Kg/ 10 Sqm

and using bitumen VG-30 for mixing with

aggregate at the rate of 3.5% i.e. 35Kg / MT of

total mix including heating and mixing in drum

mix plant, and transporting and spreading the

same by paver finisher and consolidation with

vibratory roller 80 to 100 KN static weight

including necessary firewood, oil, lubricants,

labour charges, using contractor's own drum

mix plant, machineries and requirement, tool

etc. completed in accordance with the

requirement of specification.

10 Providing & laying Mix Seal Surface 20mm 1181.00 MT. 3348.90

thick with B.T. aggregate as specified and

bitumen VG-30 for mixing with aggregate at

rate of 5.09% l.e. 50.90 Kg /MT of total mix

including heating and mixing in drum mix

plant and spreading the same by paver

finisher and consolidation with vibratory roller

80 to 100 KN static weight including

necessary firewood, oil, lubricants,

laborcharges, using contractors own drum

mix plant, machinaries and equipment, tools

etc. complete in accordance with the

requirement specification

11 Box cutting the road surface to proper slope 1129.00 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

12 Rolling and consolidation of soling including 3762.00 Sqm. 22.74

filling in depression which occur during the

process, with power roler 8 tonne to 12 tonne.

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

specification and reference to book of figure

specifications)

13 Providing and filling in foundation with 363.00 Cum. 3362.24

ordinary Cement concrete M-100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

14 Providing and casting in situ Ordinary trimix 1783.00 Cum. 4987.38

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

15 Demolition including stacking of serviceable 815.00 Cum. 1108.12

materilas and disposal of unserviceable

materials with all lead and lift. (i) R.C.C. work

16 Providing and fixing ordinary Kilometer stone 9.00 No. 704.33

of approved hard stone as per I.R.C. type

design in C.C. 1:4:8 including painting and

lettering etc. complete (For O.D.Road,V.R.)

17 Providing and fixing Hectometer as per I.R.C. 30.00 No. 356.49

type design including painting, lettering etc.

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

18 Providing and fixing guard stone as per I.R.C. 490.00 No. 106.01

type design including white washing etc.

complete.(i) Fixing in Earth

19 Proviidng and fixing Indicator stone of 336.00 No. 102.84

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

including white washing etc complete . Fixing

20 Providing and fixing Junction board of M.S. 4.00 No. 5236.69

plates and angles as per standard I.R.C.

design including fixing in C.C. 1:4:8 with

necessary excavation painting figuring and

lettering on board 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)

21 Supplying and fixing road sign board of M.S. 28.00 No. 3072.98

plates and angle iron including painting,

lettering etc. complete including fixing in C.C.

1:4:8 with necessary excavation etc.

complete as per I.R.C. type design.(ii)

Reflective type

22 Providing and fixing Village name boards as 3.00 No. 3437.59

per standard I.R.C. type design of steel plate

including painting lettering etc. complete

with fixing in C.C. 1:4:8 block with necessary

23 Hazard Marker Sign :-Providing and fixing 12.00 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)

24 Providing and fixing of typical MMGSY 2.00 Nos 8769.60

informatory 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 x 25mm.

The Angle iron frame of the lower most plate

and flat iron frame of middle plate will be

welded 2 nos. 75mm x 75mm of 12 SWG sheet

tubes posts duly embedded in cement

concrete M-15 grade block of 450mm x

450mm x 600mm, 600mm below ground level.

The top most dimond plate will be welded to

middle plate by 47mm x 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

25 Road marking with hot applied thermoplastic 236.00 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.

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

specification and reference to book of figure

specifications)

26 Cat Eye / Road Stud / RPM: Supplying Raised 497.00 Nos 326.23

Pavement Markers made of polycarbonate

and ABS moulded 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 4280 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.

27 Direction (Junction) Sign :-Providing and 5.00 Nos 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

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

specification and reference to book of figure

specifications)

28 Chevron sign :-Providing and fixing sign 140.00 Nos 3711.75

boards 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 sheeting

29 Providing and fixing 'W' metal beam crash 420.00 Rmt. 4691.45

barrier comprising of 3 mm thick corrugated

sheet metal beam rail 85 cm above

road/ground level fixed on ISMC channel

vertical post 150mm x 75m x 5mm size

erected at 1.5mtr center to center, 0.85 m

high aboveground /road /level and Fixing on

base plate Size 240*320*16mm thick, all steel

parts and fitments to be galvanised by hot dip

process, all fittings to confirm to IS:1367 and

IS:1364, metal beam rail to be fixed on the

vertical post with a spacer of channel section

150x75x5 mm, 330mm long complete as

30 Providing and fixing of flood gauge in C.C. 2.00 No. 1978.59

1:2:4 with M.S. Channels C Type of size 125 X

65 mm with web thick ness 5mm thick 1.50 mt.

long including the cutting the channels

bending one edge for hold fast including

painting with oil paint of approved brand

manufature three with one coat of primer and

marking Numbering lettering etc comp by

using radium strips at causeway deep on road

side As per Direction(Including cost of C-

Channels & Cement)

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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 Informatrory sign: Providing and fixing sing 2.00 No. 3856.89

board made out of 2mm aluminium sheet size

80 x 60 cms rectangle as per design of IRC-67-

1977 pre treated with phospheting process &

acid teching coated with one coat of

epoxyprimer and two coat of best quality poxy

paint reflectorised with reto refiective

sheeting as per latest M.O.S.T. Specifications

3.10 m long stand postand frame fabricated

from suitable sixe iron angle of 35 X 35 X 3mm

75 X 75 X 6 mm as required painted with best

quality poxy coating in black and white bends

the details of symbols for each board shall

details of symbol of eachboard shall be as per

the instruction of engineer in charge the fixing

at site shall be in 1:2:4 CCblock of size 45 X

X 60 cms for each leg including excavation

curiing tec complete under the of engineer in

charge (A) Engineer Grade

Note:- Rs. 213367.00 will be deducted in 1st R.A. bill

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

Kalavad 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,

Kalavad Jamnagar

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