Road work

Name of work :-

One Time Improvement of Old NH-51 Alignment Nr. Charnala on Charnala Jafarabad Section Ta.

Rajula , Dist. Amreli.

-- : BILL OF QUANTITIES : --

-- : (A) Percentage Rate Tender (Up to INR 50 Cr.) : --

Item Description of Item Quantity Unit Rate in Amount

1 Clearing and grubbing road land including 0.50 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 Compacting existing Base including breaking 608.00 Cum. 52.81

clods, dressing with all lead and lift including

watering, rolling, and consolidation of sub grade

in layers at O.M.C. to required dry density

including filling the depressions which occur

during the process using power roller 8 T to 10 T.

3 Earthwork for embankment including breaking 5713.00 Cum. 264.05

clods, dressing with all lead and lift and including

watering rolling and consolidation of sub grade in

layers at O.M.C. to required dry density including

filling the depression which occur during the

process using power roller 8T to 10T. (C) From

Borrow area within 8.0KM. lead (with Minimum

4 Construction of Sub Granular Sub base (Grade-I) 1024.00 Cum. 1029.19

providing coarse graded materials spreading in

uniform layers with mortar graders on preparing

surface, mixing by mix in place method with

rotavator at O.M.C. and compacting with

vibratory roller to achieve the desired density

complete as per clause – 401 (using crushed

4.75mm & below @ 20%)

5 Providing, laying, spreading and compacting 971.00 Cum. 1070.60

graded stone aggregates to wet mix macadam as

per MORT & H specification including premixing

the material with water at OMC in mechanical mix

plant, carriage of mixed material by tippers to

site, laying in uniform layers with paver in sub

base / base course on well prepared surface and

compacting with vibratory roller to achieve the

desired density.

6 Providing and supplying evenly priming / tack 4021.00 Sqm. 90.35

coat with SS1 Emulsion @ Rate of 7.50 kg./

Sqm. and brushing etc. complete.

7 Providing and supplying evenly tack coat with 4860.00 Sqm. 19.74

RS1 Emulsion @ Rate of 2.50 kg./ 10 Sqm. and

brushing etc. complete.

Item Description of Item Quantity Unit Rate in Amount

8 Providing and laying of 50 mm thick compacted 357.00 M.T. 3886.48

B.M. in one layer with Using crushed stone

aggregate as per gradation and VG-40 Grade

bitumen at the rate of 3.40 by weight of total mix

of binder using continuous drum Mix Plant & laid

by paver finisher incl. consolidation with Vibratory

Road Roller incl. all necessary equipment, tool,

plant, fire wood, oil, kerosene, labour charges etc.

complete. using contractor own machineries.

9 Providing and laying 50mm dense graded 562.00 M.T. 4859.11

bituminous macadam (Grade-II) in one layer with

higher capacity DMP using crushed aggregates of

specified grading, premixed with (VG-40)

bituminous binder @ 4.5 per cent by weight of

total mix and filler, transporting the hot mix to

work site, laying with a hydrostatic paver finisher

with sensor control to the required grade, level

and alignment, rolling with smooth wheeled,

vibratory and tandem rollers to achieve the

desired compaction as per MoRTH specification

clause No. 505 complete in all respects.

10 Providing and laying 40mm bituminous concrete 459.00 M.T. 5705.49

(Grade-II) with higher capacity Drum type hot mix

plant using crushed aggregates of specified

grading, premixed with (VG-40) bituminous

binder @ 5.5 per cent of mix and filler,

transporting the hot mix to work site, laying with a

hydrostatic paver finisher with sensor control to

the required grade, level and alignment, rolling

with smooth wheeled, vibratory and tandem

rollers to achieve the desired compaction as per

MORTH specification clause No. 509 complete in

11 Supplying Stacking Spreading Rolling Watering 81.00 Cum. 191.90

Earthen side Shoulder as directed with all lead.

12 Road marking with hot applied thermoplastic 237.00 Sqm. 367.72

paints with reflectorising glass beads on bitumen

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 luminance

coefficient on cement road shall 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-

Item Description of Item Quantity Unit Rate in Amount

13 Cat Eye / Road Stud / RPM : Supplying of Molded 108.00 No. 326.23

Twin Shanks Raised 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 – 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 manufacturer’s recommendation and The

color of the marker should be as per the IRC 35-

2015 and as directed by Engineer-in-charge.

14 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 90 x

60cms. 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 reflective sheeting 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

x 3mm; painted with best quality 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 block of size

x 45 x 60cms. 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.

Item Description of Item Quantity Unit Rate in Amount

15 Regulatory / Mandatory Sign : Providing and 2.00 No. 3540.12

fixing sign boards made out of 2mm aluminium

sheet / 4mm ACP (Aluminum composite Panel);

size 60cms. dia Circle 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 reflective sheeting 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

x 3mm; painted with best quality 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 block of size 45 x 45 x 60cms. 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

16 Direction (Junction) Sign : Providing and fixing 2.00 No. 21287.50

sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size

x 122cms. 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 reflective sheeting 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 block of size 45 x 45 x

60cms. 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.

Item Description of Item Quantity Unit Rate in Amount

17 Hazard Marker Sign : Providing and fixing sign 2.00 No. 3518.68

boards made out of 2.0 mm aluminium sheet /

mm ACP (Aluminum composite Panel); size 90 x

30cms. 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 reflective sheeting 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

x 3mm; painted with best quality 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 block of size 45 x 45 x 60cms. 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

18 Cautionary Warning Sign : Providing and fixing 2.00 No. 3906.18

sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size

x 90 x 90cms. 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 reflective sheeting 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 best quality 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 block of size 45 x 45 x

60cms. 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.

Item Description of Item Quantity Unit Rate in Amount

19 Flexible Median Marker : Providing and Fixing of 108.00 No. 271.69

Flexible Median Marker that are made of tough,

high impact resistant, injection-molded,

thermoplastic body with property of flexibility to

provide high durability. The dimension of Flexible

Median Marker should not exceed 18.4 cm in

height(including shank height),12.5 Cm in width.

,0.65 cm in thickness and shank depth shall be

3.4 cm The body structure shall be rounded at all

its corners and edges. The plastic used for

molding the Flexible Median Marker should

survive impact load of 5kg continuously for

times at room temperature. The logo of the

manufacturer shall be embossed on either side of

the body in the injection molding process. The

Median Marker shall have flame like shaped body

with, fluorescent yellow color retro-reflective

sheeting of size not less than 90 Cm square, with

fully reflective micro prismatic cube corners as its

retro-reflective elements as per IRC 67 2012 and

ASTM D4956-09 type XI specifications reflectivity

values. The retro-reflective sheeting shall be one

or both sides of the Flexible Median Marker and

shall be edge protected with no exposed edges

which will prevent edge lifting, vandalism, sheeting

damage, etc. The Flexible Median Marker shall

be fixed by a combination of epoxy adhesive and

grouting as recommended by manufacturer and

Engineer in charge.

20 Providing and laying 4.00 m wide Central Verge 270.00 No. 945.13

including casting of Kerb size 15.00 x 45 cm by

mechanical Kerb casting machinery and oil paint

colour to Centre verge (Kerb) by Yellow/white and

black patta (Three Coat) one coat of priming &

two coat of oil Paint including filling the central

verge area with approved soil and providing

Planting Flowering Plants and Shrubs in Central

Verge and maintaing the same for three years

including cost of material required for paint & all

labour work etc. complete as per direction,

detailed drawing and instruction of engineer in

charge (Including Paint of Approved Quality)

(Central Verge Regular)

Item Description of Item Quantity Unit Rate in Amount

21 Supplying of solar road stud (Solar k tie) 8.00 No. 1692.76

construction aluminium alloy steel 100 dc water

proof design conform to IP67 Dimension 140 mm

x 128mm x 82mm + 1mm height of shank +

54mm +0.5 mm diameter of shank 42.5 mm +

0.5 mm plastic unbreakable, scratch, resistant

poly carbonate for maintenance free operation

solar panel high efficiency mono-crystalline 3v/50

mAh Battery XTSRS.01. XTSRS.02. Super

capacitor 2.7 v/22 of Six super bright LED with

18000 mod view distance up to 800 meters flash

rate 1H2 according to customers requirement

resist compression can take the load of 25 tons

vehicle color red and yellow working time 80 to

100 hours continuously after the battery is fully

charged and complete fixing will be drilling holes

on the road for the shank to go inside with out

nails and using epoxy resin based adhesive per

manufactures recommendation and complete as

directed by the Engineer.

22 STOP Sign : Providing and fixing sign boards 1.00 No. 6704.35

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90cms.

Octagonal 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

reflective sheeting 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

x 3mm; painted with best quality 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 block of size 45 x 45 x 60cms. 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

23 Providing and laying Fitter Media 600mm thick 238.00 Sqm. 1239.35

directed at the back of abutments, returns and

wing walls as per detailed specifications.

24 Providing and filling sand behind abutments and 1845.00 Cum. 562.08

between returns in layers as directed.

Item Description of Item Quantity Unit Rate in Amount

25 Excavation for foundation in sand, gravel, clay 391.00 Cum. 511.11

soft soils and murrum etc. including shoring,

strutting dewatering as necessary and disposing

of the excavated stuff as directed. (A) Depth up to

26 Excavation for foundation in hard murrum and 356.00 Cum. 611.32

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.

27 Excavation in large boulders and soft rock by 320.00 Cum. 716.55

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

28 Diversion of water course, providing cofferdam 2.00 No. 25250.00

and bund or island as may be necessary for

foundation and maintaining the same for the

period as may be necessary. (B) Diversion by

cofferdam /Island.

29 Providing and fixing mild steel dowel bars of 116.00 Rmt. 450.07

minimum 32mm dia. for anchoring by drilling

holes in foundation strata including necessary

bending, hooking of dowel bars and grouting the

holes complete as per detailed drawing and as

30 Providing and filling in foundation with ordinary 88.00 Cum. 3715.63

cement concrete M-150 mix and providing

necessary vertical pin headers including

formwork, vibrating, ramming and curing

31 Providing and casting in situ controlled cement 511.00 Cum. 4620.45

concrete M-20 mix and providing necessary pin

headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete with V-

32 Providing and filling trenches of labour charges 17.00 Cum. 3657.68

excavator in rocky strata with ordinary cement

33 Providing and casting in situ controlled cement 342.00 Cum. 5227.36

concrete M-20 mix and providing necessary pin

headers including shuttering, scaffolding, laying,

vibrating, curing and complete with V-Grooves.

(A) Height from 0.0 M. to 5.0 mt.

34 Providing and laying in position FE 500D TMT bar 1.70 M.T. 84021.31

reinforcement including Providing fusion bonded

Epoxy coating not less than 175 micron thickness

and up to 300 micron to reinforcement bars as

per IS-13620-1993/ASTM-775 M including testing

of coating at plant and all taxes and transporting

to the site from factory bar cutting, bending,

hooking and tying complete as per detailed

drawings for the following. (A) Piers (B)

Abutments (C) R.C.C. Returns

Item Description of Item Quantity Unit Rate in Amount

35 Providing and casting in situ controlled cement 56.00 Cum. 5307.46

concrete M-200 for R.C.C. work in pier cap,

abutment cap and dirt wall including controlled

cement concrete M-250 bed blocks or pedestals

of required size below bearings as per detailed

drawings, centering, shuttering, scaffolding,

wherever necessary, laying vibrating, curing and

finishing complete.

36 Providing and laying in position FE 500D TMT bar 11.00 M.T. 84021.31

reinforcement including Providing fusion bonded

Epoxy coating not less than 175 micron thickness

and up to 300 micron to reinforcement bars as

per IS-13620-1993/ASTM-775 M including testing

of coating at plant and all taxes and transporting

to the site from factory bar cutting, bending,

hooking and tying complete as per detailed

drawings for the following. (A) Piers (B)

Abutments (C) R.C.C. Returns

37 Providing and fixing in position tar paper bearing 1.00 Lump 2525.00

as per detailed design and drawings and

specifications etc. complete.

38 Providing and laying weep hole in Abutments, 238.00 No. 56.13

and returns by using PVC pipe of 100mm

including laying in proper grade and jointing the

completed as per detailed specification.

39 Providing and casting in situ controlled cement 274.00 Cum. 5457.74

concrete M-250 for R.C.C. solid slab including

centering, scaffolding, curing and finishing

40 Providing and placing in position FE 550D 22.80 M.T. 83405.64

deformed bar reinforcement Providing fusion

bonded Epoxy coating not less than 175 micron

thickness and up to 300 micron to reinforcement

bars as per IS-13620-1993/ASTM-775 M

including testing of coating at plant and all taxes

and transporting to the side from factory including

cutting, bending, hooking, and tying complete as

per detailed drawing. (A) Solid Slab.

41 Providing and laying of a Strip Seal Expansion 25.00 Rmt. 2057.37

Joint catering to maximum horizontal movement

up to 70mm, complete as per drawings and

standard specification to be installed by the

manufacturer supplier or their authorized

representative ensuring compliance to the

manufacturer's instructions for installation.

42 Providing and casting in situ controlled cement 60.00 Cum. 5776.33

concrete M-450 for average 100mm thick wearing

coat laid as directed including tamping, vibrating,

finishing, curing and filling in joints with bitumen

43 Providing and casting in situ controlled cement 17.10 Cum. 4974.74

concrete M-25 for Kerb/ kerb block including

formwork, finishing etc. complete as per

specifications.

Item Description of Item Quantity Unit Rate in Amount

44 Providing and fixing in position steel dowel bars in 6.00 No. 341.29

pier caps or abutment caps for anchorage in fixed

end as per detailed drawings including cutting,

bending and welding complete.

45 Providing and fixing in position steel dowel bars in 6.00 No. 399.70

pier caps or abutments caps for anchorage in free

end as per detailed drawing including cutting,

bending and welding complete.

46 Provision of an Reinforced cement concrete crash 76.00 Rmt. 8239.58

barrier at the edges of the bridge, approaches to

bridge structures constructed with M-450 grade

concrete with Fe 550 D reinforcement coating

with fusion bonded Epoxy coating not less than

175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-

775M including testing of coating at plant and

transporting to the work site bar confirming to IS

1786, with asphalt filler joint at every 10 meter

and paining on concrete surface 15cm yellow and

black alternate as per detailed drawing and

engineer in charge.

47 Providing P.V.C. 100 mm diameter water spouts 8.00 No. 159.37

including necessary iron gratings as per

48 Providing and casting in situ controlled cement 68.00 Cum. 5264.44

concrete M-250 for approach slab including

formwork curing and finishing complete.

49 Providing and fixing in position FE-550D-(T.M.T.) 10.60 M.T. 83405.64

bar reinforcement including Providing fusion

bonded Epoxy coating not less than 175 micron

thickness and up to 300 micron to reinforcement

bars as per IS-13620-1993/ASTM-775 M

including testing of coating at plant and all taxes

and transporting to the sire from factory, cutting,

bending and tying complete as per detailed

drawings. (A) R.C.C. Kerb (B) R.C.C. Footpath

(C) R.C.C. Approach slab (D) Wearing Coat.

50 Earthwork for embankment including breaking 820.00 Cum. 177.91

clods, dressing with all lead and lift and including

watering rolling and consolidation of sub grade in

layers at O.M.C. to required dry density including

filling the depression which occur during the

process using power roller 8T to 10T. (D) From

Borrow area within all lead.

Item Description of Item Quantity Unit Rate in Amount

51 Distance Informatory/ Destubatuib sign : 2.00 No. 20918.11

Providing and fixing sing boards made out of

2mm aluminium sheet / 4mm ACP (Alluminium

Composite Panel) ; size 180 x 120cms. rectangle

as per the 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 reflective sheeting of Type-

11 as per ASTM D -4956 and latest MOST

specifications, 4.0mtr. (2 Nos.) long stand post of

Iron Angle 75 x 75 x 6mm / 65 NB Circular MS

pipe as required and frame fabricated from

suitable size iron of 50 x 50 x 5mm painted with

best quality epoxy coatings in black & 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 block of size

45 x 45 x 60cms. 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

ontractor (A) Class -C Type-11 Retro Reflective

52 Men at work (Heavy) Sign : Providing and fixing 2.00 No. 12211.91

sign boards made out of 2mm alluminium sheet /

4mm ACP (Alluminium Composite panel) size

120cm. x 90cm. as per design of IRC 67-2012.

Pretreated 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 Reflective

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

latest MOST specification; 3.6mtr. long stand

post (2-Nos.) of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 50 x

x 5mm; painted with best quality 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 block of size

x 45 x 60cms. 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-years outdoor

exposure test report from third party test lab for

the product offered shall be submitted by

ontractor (A) Class-C Type-11 Retro Reflective

Item Description of Item Quantity Unit Rate in Amount

53 Diversion Ahead Sign : Providing and fixing sing 2.00 No. 10671.66

boards made out of 2mm aluminium sheet / 4mm

ACP (Alluminium Composite Panel) ; size 180 x

60cms. rectangle as as per the 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 Grade retro reflective sheeting of type-

11 as per ASTM D-4956 and latest MOST

specification; 3.1mtr. long stand post (2-Nos.) of

Iron Angle 50 x 50 x 5mm / 50 NB circular MS

pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 5mm; painted

with best quality 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

block of size 45 x 45 x 60cms. 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 years

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

54 Regulatory / Mandatory Sign : Providing & Fixing 2.00 No. 4618.73

sign boards made out of 2mm. alluminium sheet /

4 MM ACP (Aluminum composite Panel); size

60cms.Dia as per design of IRC-67-2012.

Pretrated with phospheting process & acid

etching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint,

reflectrorised with micro prismatic grade retro

reflective sheeting of Type-11 as per ASTM D-

4956 and latest MOST specifications. 3.6 mt.

long stand post of 75 x 75 x 6 mm /65 NB circular

MS pipe as required and frame fabricated from

suitable size iron angle of 35x35x3 mm; painted

with best quality epoxy coatings in black and

white bends. the detail of symbols for each board

shall be as per the instruction of the engineer in

charge. The fixing at site shall be in C.C. 1:2:4

block of size 45 x 45 x 60cms for each leg, incl.

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

Item Description of Item Quantity Unit Rate in Amount

55 Providing and laying 20mm thick mix seal 32.00 M.T. 4730.84

surfacing using stone chipping and aggregate as

per MORT&H specification and asphalt grade VG-

30 for mixing at the rate of 4.5% of total mix

including heating the aggregate and asphalt by

Batch mixing plant and including using RS-1

Emulsion for tack coat at the rate of

2.5kg/10sq.mt. spreading with vibratory roller

including providing all materials equipments tools

and plants oil, kerosene, firewood, labour charges

56 Hazard Marker Sign : Providing and fixing sign 2.00 No. 3666.30

boards made out of 2.0 mm aluminium sheet /

mm ACP (Aluminum composite Panel); size 90 x

30cms. 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

reflective sheeting 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 best quality 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

block of size 45 x 45 x 60cms. 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

Item Description of Item Quantity Unit Rate in Amount

57 Chevron sign : Providing and fixing sign boards 2.00 No. 4681.35

made out of 1.5mm aluminium sheet / 3mm ACP

(Aluminum composite Panel); size 60x50 cm 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 reflective sheeting of Type-

11 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 3.3 mtr long stand post of 75 x

x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of

50 x 50 x 5mm; painted with best quality 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

block of size 45 x 45 x 60cms. 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

58 Supplying and fixing reinforced concrete heavy 15.00 Rmt. 3469.25

duty non-pressure pipes with collars for culverts

including setting and joining the pipes in C.M. 1:2

watering and laying (To level of slops of I.S. 458 /

1971 Class NP3 casted by vertically vibrated

technology of following internal diameter. (v)

59 Dismantling the existing structure including 262.00 Cum. 930.35

removing and stacking the dismantled materials

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

60 Dismantling the existing structure including 262.00 Cum. 409.22

removing and stacking the dismantled materials

as and where directed. (B) Rubble Masonry

61 Excavation for foundation up to 1.5 m depth 270.00 Cum. 253.88

including sorting out and stacking of useful

materials and disposing off the excavated stuff up

to 50 Meter lead. (B) Dense or Hard soil

62 Excavation for foundation up to 1.5 m depth 270.00 Cum. 432.61

including sorting out and stacking of useful

materials and disposing off the excavated stuff up

to 50 Meter lead. (C) Hard Murrum

63 Providing and filling in foundation with ordinary 36.00 Cum. 3345.58

cement concrete M-100 mix and providing

necessary vertical pin headers including

formwork, vibrating, ramming and curing

64 Providing and casting in situ controlled cement 753.00 Cum. 4620.44

concrete M-200 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

Item Description of Item Quantity Unit Rate in Amount

65 Providing and placing in position FE 500D bar 3.90 M.T. 73858.69

reinforcement for following items including cutting

bending hooking and tying complete as per

detailed drawing. For well : curb, staining, cap

66 Filling available excavated earth (excluding rock) 98.00 Cum. 136.91

in trenches, plinth, sides of foundations etc. in

layers not exceeding 20cm in depth consolidating

each disposited layer by ramming and watering.

67 Providing and laying weep hole in Abutments, 400.00 No. 56.12

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

including laying in proper grade and jointing the

completed as per detailed specification.

I / We am / are willing to carryout the work at ____________ % above / below percent

(Should be written in figures and words) of the estimated rate mentioned above Amount of my /

our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct ____________ % Below Add ______________ % Above

[1] The Contractor shall exhibit a board with detailed specification and details of work as directed by

the Engineer-In-Charge for which no extra payment shall be made.

[2] The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

[3] GST and Income tax TDS will be deducted at a source while making payments of bills.

[4] In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.:

PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items

where there is a change as per actual mix design the cost of difference of cement consumption have

been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

[5] All work zone safety and traffic management measures, including signage, barricading, delineation,

flagmen, night-time illumination, lane closures, and construction and maintenance of temporary diversion

roads/lanes for traffic movement, shall be carried out by the bidder at their own cost. These activities shall

be executed strictly in accordance with IRC:SP:55 “Guidelines on Safety in Road Construction Zones,”

IRC:SP:94 “Manual for Traffic Control Devices,” and other applicable IRC/MoRTH guidelines. No separate

payment shall be made for these provisions, and it shall be deemed that the cost of the same is included

within the contractor’s quoted rates.

[6] Credit for 70% materials to be reused and dismantalled materials of amount of Rs.

must be recovered from 1st R.A. bill of Contractor's.

Deputy Exe. Engineer Executive Engineer

Rajula (R&B) Sub Division Amreli (R&B) Division