Imp. of Balachadi to Yakupir Road Km. 0/0 to 1/500 of Jodiya Taluka Under BUJ MMGSY Yojna Package No. JAM/ BUJ/ MMSGY/2021-22/P-01. (2nd Try)

Name of Work:- Construction of Balachadi to Yakupir Road Km. 0/0 to 1/500 of Jodiya Taluka

Under BUJ MMGSY Yojna Package No. JAM/ BUJ/ MMSGY/2021-22/P-01

Taluka : Jodiya 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 Earthwork for embankment including 925.00 Cum. 173.30

breaking clods, dressing with all lead and

lift (excluding watering and

consolidation)(B) From Borrow area

within all lead.

2 Rolling and watering of earthwork in 925.00 Cum. 23.17

layers with power roller including filling in

depressions which occur during the

3 Providing and laying wet mix macadam 203.00 Cum. 977.68

base 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.

4 Scarifying gravelled macadam or bitumen 2700.00 Sqm. 42.59

macadam surface 6 cm to 10 cm.depth

including stacking useful materials on

road side and disposing off remaining

5 Providing and applying hincol made or 2700.00 Sqm. 66.34

eqvivalent grade priming coat with

emulsion (SS-1) at the rate of 7.50 kg/

Sq.mt. including cost of asphalt and

preparing the surface heating, and

applying etc. complete.

6 Providing and laying 37.50 mm thick Built up 206.00 MT. 2369.46

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 2.50 Kg/10 Sqmt 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.

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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, laying and rolling of 37.50 mm 226.00 MT. 3758.21

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.

8 Providing and laying 20 mm thick average 126.00 MT. 3704.68

for Mix seal surface using stone chips

@66% by weight, gradation as per

MORTH specification and using bitumin

VG 30 grade for mixing rate not less then

50.90 kg/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.

9 Providing and casting in situ Ordinary 416.00 Cum. 5051.01

trimix cement concrete M-250 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.

10 Providing and casting in situ ordinary 11.00 Cum. 3938.30

cement concrete 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

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

specification and reference to book of figure

specifications)

11 Providing and fixing ordinary kilometer 1.00 No. 704.33

stone of precast C.C. 1:2:4 including

necessary reinforcement as per I.R.C.

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

lettering and painting etc. complete.

12 Providing and fixing Hectometer stone as 6.00 No. 356.49

per I.R.C. type design including lettering

and painting etc. complete. (I) Fixing in

13 Providing and fixing guard stone as per 100.00 No. 106.01

I.R.C. type design including white

washing etc. complete.(i) Fixing in Earth

14 Providing and fixing indicator stone of 63.00 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

15 Supplying and fixing road sign board of M.S. 1.00 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.

16 Providing and fixing Village name board as 2.00 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

17 Road marking with hot applied thermoplastic 483.00 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)

18 Cat Eye / Road Stud / RPM: Supplying Raised 258.00 No. 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.

19 Direction (Junction) Sign :-Providing and 2.00 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.

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

specification and reference to book of figure

specifications)

20 Chevron sign :-Providing and fixing sign 6.00 No. 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

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

Dhrol. Jamnagar.

5 of 6 DTP of MMGSY P-01 03-26.xls

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,

Dhrol. Jamnagar

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