Improvement of Various roads of Jamjodhpur taluka under MMGSY Yojana Package No. JAM/ SCSP/ MMGSY/ RS/ 2024-25/ JAMJODHPUR/ P-24. (9th Try)

Name of Work:- Improvement of Various roads of Jamjodhpur taluka under MMGSY Yojana Package No.

JAM/ MMGSY/ RS/ 2024-25/ JAMJODHPUR/P-24

Road No.-1 : Mandasan Approach to Joind SH Road Ch. 0/0 to 2/800

Road No.-2 : Jamvadi Apprroach to Join SH Road Ch. 0/0 to 2/350

Taluka : Jamjodhpur 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 1.41 Hect. 28393.03

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 11752.00 Cum. 147.50

breaking clods, dressing with all leads and

lifts (excluding watering and consolidation)

From Borrow Area within all lead.

3 Earthwork in cuting in all sorts of soil and soft 2724.00 Cum. 128.06

murrum including conveying and spreading

the stuff, embankment as and where directed

within 200meters from the end of the cutting

with all required lead and lift

4 Rolling and watering of earth work in layers 12405.00 Cum. 22.48

with Vibratory roller including filling in

depressions which occur during the process

5 Scarifying gravelled macadam or bitumen 1125.00 Sqm, 39.62

macadam surface 6 cm to 10 cm.depth

including stacking useful materials on road

side and disposing off remaining stuff

6 Providing, laying, spreading and compacting 169.00 Cum. 813.05

graded stone aggregate to wet mix macadam

as per MORTH specification including

premixing the material with water at OMC in

mechanical mixer Plant, carriage of mixed

material by tipper to site, laying in uniform

layers with Paver finisher in sub-base/base

course on a well prepared sub-base and

compacting with vibratory roller to achieve

the desired density etc comp.

7 Earthwork for embankment including 52.00 Cum. 104.04

breaking clods, dressing with all leads and

lifts (excluding watering and consolidation)

From borrow pits

8 Providing and applying hincol made or 1125.00 Sqm, 59.94

equivalent 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)

9 Providing and laying and rolling 37.50mm 935.00 MT. 1877.59

thick bituminous grouting 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

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.

10 Providing and laying 37.5 mm thick B.M. With 1791.00 MT. 2470.96

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

11 Providing & laying seal coat of 20 mm thick 856.00 MT. 2966.95

with B.T. aggregate as specified using

aggregate and VG-30 bitumen for mixing with

aggregate at rate of 5.09 % l.e. 50.90 kg./M.T..

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. complate in accordance with the

requirement of specification. .

12 Excavation for foundation in hard murrum and 57.00 Cum. 582.21

boulders and very stiff or sticky, clays and

other similar strata including shoring and

strutting and dewatering as necessary and

disposing of the excavated stuff as directed .

13 Excavation in large boulders and soft rock by 25.00 Cum. 682.43

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

14 Providing & filling in foundation with ordinary 149.00 Cum. 3245.56

cement concrete M 100 mix & providing

necessary vertical pin headers including

formwork, vibrating ramming and curing

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

specification and reference to book of figure

specifications)

15 Providing and casting in situ Controlled trimix 743.00 Cum. 5408.60

cement concrete M-200 for average 150mm

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

16 Providing and casting in situ ordinary cement 119.00 Cum. 3893.17

concrete M-150 mix and providing necessary

pin headers including shuttering, scaffolding,

laying, vibrating, curing and finishing

complete without V-Grooves. (A) Height from

17 Supplying & fixing reinforced concrete heavy 23.00 Rmt. 3628.93

duty non pressure pipes with collars for

culverts including setting and joining the

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

or slope) of I.S. class NP3 (V) 900 mm. with all

18 Providing and laying in position FE 500D TMT 0.82 MT. 73217.51

bar reinforcement including cutting, bending,

hooking and tying complete as per detailed

19 Demolition of Brick work and stone masonry 62.00 Cum. 536.08

including stacking of serviceable materilas

and disposal of unserviceable materials with

all lead and lift.(ii) In Cement Mortar

20 Dismentaling the existing structure including 75.00 Cum. 886.05

removing and stacking the dismentelled

materials as and where directed. (A) R.C.C.

21 Box cutting the road surface to proper slope 653.00 Cum. 104.04

and camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

22 Providing, laying, spreading and compacting 218.00 Cum. 851.43

graded stone aggregate to wet mix macadam

as per MORTH specification including

premixing the material with water at OMC in

mechanical mixer Plant, carriage of mixed

material by tipper to site, laying in uniform

layers with Paver finisher in sub-base/base

course on a well prepared sub-base and

compacting with vibratory roller to achieve

the desired density etc comp.

23 Providing and fixing ordinary kilometer stone 7.00 No. 1040.70

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

24 Providing and fixing Hectometer as per I.R.C. 22.00 No. 356.49

type design including painting, lettering etc.

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

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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 Providing and fixing guard stone as per I.R.C. 445.00 No. 98.62

type design including white washing etc.

complete.(i) Fixing in Earth

26 Proviidng and fixing Indicator stone of 291.00 No. 102.84

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

including white washing etc complete . Fixing

27 Village name Sign :-Providing and fixing sign 2.00 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

28 Hazard Marker Sign :-Providing and fixing 10.00 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)

29 Supplying and fixing road signboard of M.S. 24.00 No. 3072.98

plate 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 (i)

Reflective type

30 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

31 Cautionary Warning Sign :-Providing and 6.00 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

5 of 10 SCH-B of MMGSY P-24 10-24.xls

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

specification and reference to book of figure

specifications)

32 Providing and fixing 'W' metal double beam 420.00 Rmt. 4857.09

crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail 70 cm

above road/ground level fixed on ISMC

channel vertical post 150mm x 75m x 5mm

size erected at 2.0Mt. center to center,1.1 m

high on Existing concrete /road /level , 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 per clause

33 Providing and fixing of typical MMGSY 4.00 No. 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

Annexure 1700.1 (PMGSY SOR item No.

34 Providing and fixing of CItizen information 2.00 No. 8769.60

sign board 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 Annexure

6 of 10 SCH-B of MMGSY P-24 10-24.xls

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

specification and reference to book of figure

specifications)

35 Chevron sign :-Providing and fixing sign 44.00 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

36 Providing and fixing of flood gauge in C.C. 2.00 No. 2326.06

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

65 mm with web thick ness 5mm thick

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)

37 Facility Informatory Sign :-Providing and 2.00 No. 3711.75

fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 80 x 60 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; 3.6mtr 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.

38 Providing and fixing of CItizen information 2.00 No. 8769.60

sign board 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 Annexure

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

specification and reference to book of figure

specifications)

39 Cat Eye / Road Stud / RPM: Supplying of Molded 836.00 No. 326.23

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 (3M) of the light

entering the lens face and shall support a load of

13635 kgs. tested in accordance to ASTM D

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-

40 Road marking with hot applied thermoplastic 548.00 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.

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

Jamjodhpur Jamnagar.

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

of Division or as directed.

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

specification and reference to book of figure

specifications)

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 extra payment.

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

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 1 % (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 / 10000092-IB-12910-C Dt.16-10-95.

Signature of Contractor :

Deputy Executive Engineer Executive Engineer

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

Jamjodhpur Jamnagar

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