Construction of Virvav Ranuja Road Ch. 0/00 to 5/00 K.M. (Non Plan) of Kalawad Taluka under SCSP MMGSY Yojna Package No. JAM/ SCSP/ MMSGY/NP /2025-26/P-12. (2nd Try)

Name of Work:- Construction of Virvav Ranuja Road Ch. 0/00 to 5/00 K.M. (Non Plan) of

Kalawad Taluka under SCSP MMGSY Yojna Package No. JAM/ SCSP/ MMSGY/NP /2025-26/P-12

Taluka : Kalawad 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 21664.00 Cum. 167.37

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 layers 20404.00 Cum. 23.17

with power roller including filling in

depressions which occur during the process.

3 Providing and laying granular sub-base Grade- 4886.00 Cum. 658.52

I C.B.R. not less than 30% by providing

coarse graded materials, consisting of B.T.

crushed stone aggregates 53 mm to 26.5mm

to below @ 20% coarse sand combination and

stone dust/grit spreading in uniform layers

with motor grader on prepared surface,

mixing by mix in place method with rotovator

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

filling the depressions which occred during

the process using vibratory roller 8-T to 10-T

complete as per Clause-401.

4 Providing and laying WBM of 100 mm thick 2053.00 Cum. 1195.37

machine crushed B.T. metal (free of

disintegrated pieces of deleterious and

organic matter ) of size 45mm to 90 mm in

required layers with using 21% screening

material of 6 to 10 mm size and 10 % stone

dust as filler including spreading rolling

watering and consolidatation by vibratory

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

code with all lead.

5 Providing and laying WBM of 150 mm thick 2858.00 Cum. 1199.46

machine crushed B.T. metal (free of

disintegrated pieces of deleterious and

organic matter ) of size 40mm to 63 mm in

required layers with using 21% screening

material of 6 to 10 mm size and 10 % stone

dust as filler including spreading rolling

watering and consolidatation by vibratory

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

code with all lead.

1 of 16 DTP of VIRVAV MMGSY P-12 03-26.xls

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

specification and reference to book of figure

specifications)

6 Providing, laying and rolling of 37.50 mm 1567.00 MT. 3108.78

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 4.00 Kg/ 10 Sqm

and using bitumen VG-30 for mixing with

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

7 Providing & laying Mix Seal Surface 20mm 874.00 MT. 3554.19

thick with B.T. aggregate as specified and

bitumen VG-30 for mixing with aggregate at

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

including heating and mixing in drum mix

plant and spreading the same by paver

finisher and consolidation with vibratory roller

80 to 100 KN static weight including

necessary firewood, oil, lubricants,

laborcharges, using contractors own drum

mix plant, machinaries and equipment, tools

etc. complete in accordance with the

requirement of specification.

8 Excavation for foundation in hard murrum and 296.00 Cum. 625.37

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 .

9 Excavation in large boulders and soft rock by 243.00 Cum. 733.62

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

10 Providing and filling in foundation with 287.60 Cum. 3362.24

ordinary C.C. M-100 mix and providing

necessary vertical pin headers including

formwork, vibrating, ramming and curing etc.

11 Providing and casting in situ Ordinary trimix 159.00 Cum. 4987.38

cement concrete M-250 for average 200mm

thick road work laid as directed including

adding super platisizer admixture of IS make

and providing and laying M.S. side rail of road

thickness with necessary nut bolts plates

fixing as per width applying plate vibrator

(electric or diesel) on channel compressor

with vacuum dewatering system by using all

necessary equipments and materials and

machinery such as running screed vibrator on

prelaid M.S. channel for leveling ,Vacume

pump, floating and power towelling etc with

filling the joints with bitumen as directed etc

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

specification and reference to book of figure

specifications)

12 Providing & casting in situ ordinary cement 1688.00 Cum. 3938.30

concrete M-150 mix and providing necessary

pin headers including shuttering, scaffolding,

laying, vibrating, curing and finishing

complete with V-Groves.(A) Height from

13 Supplying and fixing reinforced concrete 75.00 Rmt. 5851.95

heavy 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 1200mm with all

14 Supplying and fixing reinforced concrete 235.00 Rmt. 3748.23

heavy 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) 900mm with all

15 Supplying and fixing reinforced concrete 60.00 Rmt. 2280.58

heavy 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 600mm with all

16 Providing and laying in position FE 500D TMT 53.97 MT. 73234.58

bar reinforcement including cutting, bending,

hooking and tying complete as per detailed

17 Demolition of Brick work and stone masonry 53.00 Cum. 576.29

including stacking of serviceable materilas

and disposal of unserviceable materials with

all lead and lift.(ii) In Cement Mortar.

18 Providing temporary all weather and fair 370.00 Rmt. 457.74

weather diversion suitable for traffic during

the construction period of the bridge

including providing necessary drains and all

safety measure including red/lamps/signal at

night for traffic etc. complete.

19 Dismentaling the existing structure including 145.00 Cum. 952.51

removing and stacking the dismentelled

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

20 Excavation for foundation in hard murrum and 649.50 Cum. 625.74

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 .

21 Excavation for foundations for Piers, 400.60 Cum. 733.62

Abutment in large boulders and soft rock etc.

including shoring, strutting and dewatering as

necessary and depositing of the excavated

stuff as directed for all lead, back filling the

excavated pit by approved excavated material

etc. complete as per specification

3 of 16 DTP of VIRVAV MMGSY P-12 03-26.xls

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

specification and reference to book of figure

specifications)

22 Excavation for foundations Piers, Abutment in 119.00 Cum. 1715.19

hard rock by dry - wet blasting and chiseling

including dewatering, preparing foundation

base by proper benching and stepping,

deposing the excavated stuff as directed for

all lead, back filling the excavated pit by

approved excavated material etc. complete

as per specification. Prohibited Blasting

23 Providing and fixing mild steel dowel bars of 353.00 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 directed.

24 Providing and casting in-situ controlled 414.60 Cum. 4610.63

cement concrete of M20 grade for RCC work

for Foundation and cut-off walls, with 20mm

down coarse aggregate of the required size

for any depth including dewatering,

scaffolding / centering,shuttering, mixing,

placing in position, consolidating with

mechanical vibrators, curing, deshuttering

carefully, making good the damages, fixing

embedment, inserts, pockets, wherever

necessary as per specification and drawing.

25 Providing and casting in-situ controlled 620.00 Cum. 5220.22

cement concrete of M20 grade for RCC work

in Walls / piers, abutments, returns,

counterfort etc with 20mm down coarse

aggregate of the required size for heights

mentioned below including,centering,

shuttering, scaffolding wherever necessary,

laying, placing in position, consolidating with

mechanical vibrators, curing, finishing,

deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets,

wherever necessary as directed and as per

drawing with F3 type

exposed concrete finish and form mark as

directed by Engineer-in-charge, etc. complete

as per specification. for any height.

26 Providing and casting in-situ controlled 37.00 Cum. 5297.64

cement concrete of M20 grade for RCC work

in pier cap, dirt wall etc with 20mm down

coarse aggregate of the required size for

heights mentioned below including, centring,

shuttering, scaffolding wherever necessary,

laying, placing in position, consolidating with

mechanical vibrators, curing, finishing,

deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets,

wherever necessary as directed and as per

drawing with F3 type exposed concrete finish

and form mark as directed by Engineer-in-

charge, etc. complete as per specification.

4 of 16 DTP of VIRVAV MMGSY P-12 03-26.xls

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

specification and reference to book of figure

specifications)

27 Providing and laying filter media 600mm thick 234.00 Sqm. 1268.86

as directed at the back of abutments, returns

walls, retaining wall, etc as per technical

28 Providing Weep holes in RCC abutment and 234.00 No. 88.76

retaining wall with 100mm dia PVC pipe and

non-corrodible grating and geotextile,

extending through the full width of the

structure with slope of 1V:20H etc. complete

as per drawing and

technical specification.

29 Providing and casting in situ controlled 285.00 Cum. 5650.95

cement concrete M-250 for R.C.C. work in

super structure including centering,

shuttering scaffolding, ramming, vibrating

curing and finishing complete. (A) RCC Solid

SLab with F3 type exposed concrete finish

and form mark as directed by Engineer-in-

charge complete as per specification

30 Proving and filling in position Pre-Moulded 60.00 Rmt. 611.13

Asphalt joint Filler 20mm size as directed by

Engineer-in-charge.

31 Providing and fixing in position Mild steel 28.00 No. 339.88

dowel bars in pier caps or abutment caps for

anchorage in fixed end as per detailed

drawings including cutting, bending and

welding complete.

32 Providing and fixing in position Mild steel 28.00 No. 396.27

dowel bars in pier caps or abutment caps for

anchorage in Free end as per detailed

drawings including cutting, bending and

welding complete.

33 Providing and casting in-situ controlled 19.00 Cum. 4687.70

cement concrete of M20 grade for RCC Kerb

with 20mm down coarse aggregate of the

required size including formwork, placing in

position, consolidating with mechanical

vibrators, curing, finishing, etc. complete

34 Providing and casting in-situ controlled 28.00 Cum. 5457.03

cement concrete of M25 grade for approach

slab with 20mm down coarse aggregate of the

required size including formwork, placing in

position, consolidating with mechanical

vibrators, curing, finishing, etc. complete.

35 Providing and casting in-situ controlled 38.00 Cum. 5598.43

cement concrete of M30 grade for wearing

coat laid as directed with 20mm down coarse

aggregate of the required size including

formwork, placing in position, temping

vibrating, curing, finishing and filling in joints

with bitumen etc. complete.

36 Providing PVC 100mm diameter water spouts 16.00 No. 159.37

including necessary grating as per drawings.

5 of 16 DTP of VIRVAV MMGSY P-12 03-26.xls

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

specification and reference to book of figure

specifications)

37 Providing and fixing 'W' metal double beam 80.00 Rmt. 3468.34

crash barrier assembly, consisting of a

corrugated sheet metal beam rail fixed 70 cm

above finished road/ground level onto ISMC

channel vertical posts using approved fittings

and fixtures. The beam rail shall be mounted

to the vertical post utilizing a channel section

spacer. All steel parts, fitments, nuts, bolts,

fittings, fixtures, Etc. shall be protected by hot-

dip galvanisation. All fittings must conform

strictly to IS:1367 and IS:1364 (or latest

revisions). The entire work shall be executed

complete in all respects as per the approved

drawings and technical specifications

detailed in Clause 810 of the MoRTH

Specifications.

38 Providing and laying 200 mm Granular Sub 154.00 Cum. 958.49

Base (Grading-2) by providing coarse graded

material of grading as per Morth Spection (5th

Revision), spreading in uniform layers with

motor grader on prepared surface, mixing by

mix in place method with rotavator at OMC,

and compacting with vibratory roller to

achieve the desired density, complete as per

MORTH specification.

39 Providing and laying 200 mm Granular Sub 118.00 Cum. 1030.20

Base (Grading-I) by providing coarse graded

material of grading as per Morth Spection (5th

Revision), spreading in uniform layers with

motor grader on prepared surface, mixing by

mix in place method with rotavator at OMC,

and compacting with vibratory roller to

achieve the desired density, complete as per

MORTH specification.

40 Providing & Laying Earth for Side Shoulder 8.00 Cum. 182.14

including spreading, watering & consolidation

by vibratory roller etc.

6 of 16 DTP of VIRVAV MMGSY P-12 03-26.xls

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

specification and reference to book of figure

specifications)

41 Men at work (Heavy) sign :-Providing and 2.00 No. 9148.18

fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 120cm x 90cm 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;

mtr 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 50x50x5mm; 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

7 of 16 DTP of VIRVAV MMGSY P-12 03-26.xls

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

specification and reference to book of figure

specifications)

42 Diversion Ahead Sign :-Providing and fixing 2.00 No. 9867.07

sign boards made out of 2mm aluminium

sheet / 4mm ACP (Aluminum composite

Panel); size 180x60 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;

mtr long stand post (2 Nos.) of Iron Angle 50 x

50 x 5mm / 50NB 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

8 of 16 DTP of VIRVAV MMGSY P-12 03-26.xls

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

specification and reference to book of figure

specifications)

43 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 60 cms. 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

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.

9 of 16 DTP of VIRVAV MMGSY P-12 03-26.xls

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

specification and reference to book of figure

specifications)

44 Cautionary Warning Sign :-Providing and 2.00 No. 3906.19

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

45 Providing and fixing ordinary kilometer stone 6.00 No. 704.33

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

46 Providing and fixing Hectometer as per I.R.C. 20.00 No. 356.49

type design including painting, lettering etc.

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

47 Providing and fixing guard stone as per I.R.C. 380.00 No. 106.01

type design including white washing etc.

complete.(i) Fixing in Earth

48 Providing and fixing indicator stone of 227.00 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

49 Providing and fixing Junction board of M.S. 2.00 No. 5236.69

plates and angle as per standard I.R.C. design

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

excavation painting, figuring and lettering on

board etc.complete.

50 Supplying and fixing road sign board of M.S. 16.00 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.

10 of 16 DTP of VIRVAV MMGSY P-12 03-26.xls

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

specification and reference to book of figure

specifications)

51 Providing and fixing Village name board as 1.00 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

52 Hazard Marker Sign :-Providing and fixing sign 28.00 No. 3518.68

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

53 Providing and fixing of typical informatory 1.00 No. 8769.60

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 required 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

11 of 16 DTP of VIRVAV MMGSY P-12 03-26.xls

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

specification and reference to book of figure

specifications)

54 Road marking with hot applied thermoplastic 159.00 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.

55 Cat Eye / Road Stud / RPM: Supplying Raised 192.00 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.

12 of 16 DTP of VIRVAV MMGSY P-12 03-26.xls

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

specification and reference to book of figure

specifications)

56 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.

13 of 16 DTP of VIRVAV MMGSY P-12 03-26.xls

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

specification and reference to book of figure

specifications)

57 Chevron sign :-Providing and fixing sign 48.00 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

58 Providing and fixing 'W' metal double beam 240.00 Rmt. 4691.45

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 1.5Mt. center to center,1.8 m

high ,1.1 m below ground /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 chsnnel section

150x75x5 mm,330mm long complete as per

59 Providing and fixing of flood gauge in C.C. 2.00 No. 2003.84

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

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

long including the cutting the channels

bending one edge for hold fast including

painting with oil paint of approved brand

manufature three with one coat of primer and

marking Numbering lettering etc comp by

using radium strips at causeway deep on road

side As per Direction(Including cost of C-

Channels & Cement)

14 of 16 DTP of VIRVAV MMGSY P-12 03-26.xls

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

specification and reference to book of figure

specifications)

60 Informatory Signs : Providing and fixing sing 2.00 No. 3856.89

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.

NOTE: Rs. 444607.74 will be deducted in 1st R.A. bill

Amount of my tender work out as under

I / We am/are willing to carry out the work at ………………………………………….. % above / below Percent

[should be written in figures and words] of the estimated rates mantioned above. Amount of my/our tender

works out as under

Estimated Amount Put to tender: Estimated Amount Put to tender:

Deduct % below Add % above

Net Rs. Net Rs.

In words : In words :

Signature of Contractor

Deputy Executive Engineer Executive Engineer

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

Kalawad. Jamnagar.

15 of 16 DTP of VIRVAV MMGSY P-12 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,

Kalawad. Jamnagar

16 of 16 DTP of VIRVAV MMGSY P-12 03-26.xls