Improvement of Nanduri Mota Bharudiya Road of Lalpur Taluka Under Kishan path Yojana Package No. JAM/KP/ RS/Lalpur /2025-26 / P-35.(6th Try)

Name of Work:- Improvement of Nanduri Mota Bharudiya Road of Lalpur Taluka Under Kishan

path Yojana Package No. JAM/KP/ RS/Lalpur /2025-26 / P-35 Taluka : Lalpur Dist: Jamnagar.

Taluka : Lalpur Dist: Jamnagar.

Road-1 Resurfacing of Nanduri Mota Bharudiya Road Km. 0/00 to 3/100 (VR)

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 0.80 Hect 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 188.00 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 1874.00 Cum. 23.17

with Vibratory roller including filling in

depressions which occur during the process

4 Scarifying gravelled macadam or bitumen 4875.00 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 and rolling 37.50mm 366.00 MT. 2358.35

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 VG-30 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.

6 Providing and laying 50.00 mm thick B.M. With 537.00 MT. 2955.26

BT Aggregate VG-30 grade bitumen 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)

7 Providing and laying 20 mm thick Mix seal 225.00 MT. 3553.18

surface using stone chips @66% by weight,

gradation as per MORTH specification and

using bitumin VG 30 grade for mixing rate not

less then 50.90KG/MT on BT surface using

stone chips as per MORTH specification

including heating the ashphalt and

aggregates by hot mix plant and spreading

the same with paver finisher including

consolidation wit vibratory roller and

providing, operating plant machinaries,

equipments, tools, plants, oil, fire wood,

kerosene and all labour

charges etc. complete.

8 Box cutting the road surface to proper slope 3705.00 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

9 Providing & laying compacted WBM 100mm 1194.00 Cum. 1417.27

thick Single layer as per MORTH specification

using machine crushed M.C. Metal of size

45mm to 63mm with using 0.16 Cu.m./10

Sq.m. stone screenings 6mm 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

10 Providing and casting in situ Ordinary trimix 1581.40 Cum. 5066.99

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 complete.

11 Demolition including stacking of serviceable 170.00 Cum. 1108.12

materilas and disposal of unserviceable

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

12 Excavation for foundation in Hard murrum 52.00 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.

13 Excavation for foundation in Soft rock not 62.00 Cum. 458.30

requiring blasting upto any depth including

sorting out and stacking of useful

materials and disposing off the excavated

stuff upto all lead and lift.

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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 filling in foundation with 1216.00 Cum. 3362.25

ordinary Cement concrete M-100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

15 Providing & Casting in situ ordinary cement 165.00 Cum. 3938.30

concrete m-150 mix and providing necessary

in headers including shuttering, scaffolding,

laying, vibrating, curing and finishing comp.

without V - grooves.

16 Supplying and fixing reinforced concrete 46.00 Rmt. 3619.84

heavy duty non-pressure pipes without collars

for culvertscarrying heavy traffic as per IS

458-1991 specifications including setting the

pipes in CM 1:2 watering and laying (to level

or slopes) of class NP3 of 900mm dia.

17 Providing and laying in position FE 500D TMT 1.23 MT. 70205.07

bar reinforcement including cutting, bending,

hooking and tying complete as per detailed

18 Earthwork for embankment including 43.00 Cum. 111.85

breaking clods, dressing with all lead and lift

(excluding watering and consolidation)(A)

From Borrow pits within land width

19 Providing and fixing of flood gauge in C.C. 2.00 No. 1902.65

1:2:4 v M.S. Channels C Type of size 125 x

mm with thick ness 5mm thick 1.50 mt. long

including cutting the channels bending one

edge for hold including painting with oil paint

of approved bra manufature three with one

coat of primer a marking Numbering lettering

etc comp by usi radium strips at causeway

deep on road side As p Direction (Including

cost of C- Channels & Cement)

20 Informatory Signs :-Providing and fixing sing 2.00 No. 3856.90

boards made out of 2mm aluminium sheet;

size 80 x 60cms. rectangle as per the design

of IRC-67-1977 pre treated with phospheting

process & acid teching; coated with one coat

of epoxyprimer and two coats of best

qualityepoxy paint; reflectorised with retro

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

Specifications; 3.1m long stand postand

frame fabricated from suitable sizeiron angle

of 35 x 35 x 3mm75x75x6mm as required;

painted with best qualityepoxy coatings in

black and whitebends. the details of symbol

for eachboard shall details of symbol for

eachboard shall be as per the instruction

ofengineer in charge. The fixing at site shall

be in 1:2:4 CC block of size 45 x45 x 60cms.

for each leg. including excavation curing tec.

complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)

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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 Providing and fixing ordinary Kilometer stone 4.00 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.)

22 Providing and fixing Hectometer as per I.R.C. 12.00 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. 250.00 No. 106.01

type design including white washing etc.

complete.(i) Fixing in Earth

24 Providing and fixing indicator stone of 129.00 No. 102.84

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

C.C. 1:4:8 including white washing etc.

complete.(i) Fixing in Earth

25 Village Name Sign :-Providing and fixing sign boards 2.00 No. 6313.51

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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.3mtr long stand post of

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/letters / 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

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-C Type-11 Retro Reflective sheeting

26 Hazard Marker Sign :-Providing and fixing sign 12.00 No. 3666.30

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

Micro Prismatic Grade retro refiectivesheeting of

Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post of

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 foreach board shall be as per

theinstruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC blockof size 45 x 45 x

Cms. for each leg.including excavation, curing

etc.complete under the supervision of engineer in

charge. A warranty for 10 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-

C Type-11 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 10.00 No. 5077.27

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 Micro Prismatic

Grade retro refiectivesheeting of Type-11 as

per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand

post of 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

foreach board shall be as per theinstruction

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 10 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-C Type-11

Retro Reflective sheeting

28 Road marking with hot applied thermoplastic 107.00 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.

29 Supplying and fixing cat eye (Stimsonite) 336.00 Nos 375.72

made out from Acrilo beautile sterine

injuction high compressed molding with

reflector made of MMC (prismatic type of size

12cm x 6cm x 2.5cm) provided with

bituminous adhesive 100g. with each unit for

fixing. (High Intensity grade)

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

specification and reference to book of figure

specifications)

30 Direction (Junction) Sign :-Providing and 2.00 Nos 26572.09

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 Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per

ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr long (2 Nos.)

stand post of 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 bestquality epoxy coatings in

black and white bends. The details of symbol

foreach board shall be as per theinstruction

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 10 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-C Type-11

Retro Reflective sheeting

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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