Resurfacing of Nagavaladiya Vira Jogninar Road Km. 0/0 to 12/00 Ta. Anjar Dist. Bhuj under Bughet Lump Provision Year-2023-24

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 4.80 Hect. 28455.09

vegetation grass bushes, shrubs, sapling and trees of girth up to

300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials and stacking of serviceable materials as

per Clause-201 (area of light density) by mechanical means in area

of light jungle.

2 Earthwork in cutting including preparing the slope and camber and 2880.00 Cum 134.47

stacking or utilizing the cutting stuff in spoil bank as directed upto

200 meters from the end of cutting with all lead and lift. (A) Hard

3 Earth work for embankment including breaking clods, dressing with 3665.00 Cum 180.87

all lead and lift (Including watering and consolidation) (C) from

borrow area within all lead and lift (with minimum 6% CBR)

4 Rolling and watering of earthwork in layers with power roller 2880.00 Cum 22.96

including filling in depressions which occur during the process.

5 Box cutting the road surface to proper slope and camber for 1379.00 Cum 109.24

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto all lead

6 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm 829.00 Cum 1213.01

size including 0.27 Cu.M. Stone screening & 0.08 Cu.M. stone dust

as filler including spreading, watering & consolidation by vibratory

roller 80KN to 100KN static weight.100mm thick compacted.

7 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm 554.00 Cum 1094.84

size including 0.12 Cu.M. Stone screening & 0.08 Cu.M. stone dust

as filler including spreading, watering & consolidation by vibratory

roller 80KN to 100KN static weight. 75mm thick compacted.

8 Providing and laying compacted of specified murrum in side 2400.00 Cum 392.89

shoulder including carriage of material and spreading on prepared

base including compacting as per MOST specification etc.

9 Providing and laying bituminous grout 37.5mm compacted thick 4858.00 M.T. 2386.63

using B.T. stone aggregates as per required gradation with the

asphalt VG-30 grade for tack coat 2.5 Kg/10 Smt on B.T. surface

and 4.0 Kg/10 Smt on W.B.M. surface and asphalt VG-30 grade for

mixing @ 1.99% i.e. 19.90 kg./ MT by weight of mix including

heating and mixing in drum mix plant transporting the mix,

spreading the same by pavers finisher and consolidation as per

MORTH specification including cost of all materials fuels, labors,

tools and plant etc. using contractors own drum mix plant etc.

completed as directed.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing and laying 37.50 mm thick compacted B.M. using stone 5344.00 M.T. 2821.94

chips 0.66 Cum/1 M. ton mix as per gradation with Asphalt VG-30

for tack coat @ 2.50 kg./10 Smt. on B.T. surface and asphalt grade

VG-30 for mixing @ 34 kg/M.Ton (i.e. 3.40% of mix) including

heating the and aggregate by continuous batching drum mix plant,

transporting and mixed material and spreading the same by paver

finisher and consolidation by vibratory roller of 80 KN to 100 Kn

static weight including the cost of labour oil, lubricants etc. using

contractors own machineries and plant.

11 Providing and laying bituminous seal coat with stone chips 6 to 10 1767.00 M.T. 3077.47

mm size 0.18 Cmt/10 smt i.e. using 0.66 cmt aggregate per M.T

mix using asphalt VG-30 @ of 4.50% of mix including heating the

asphalt and aggregate by continuous batching drum mix plant and

paver finisher and consolidating by vibratory roller including

providing equipment, tools, plant, firewood, oil, kerosene, labour

charges etc. using the contractors own machinery and plant.

12 Proving and laying cement concrete grade M-20 (1-Cement : 1.5 273.00 Cum 4873.25

sand : 3 coarse aggregate 20mm nominal size) for C.C. road and

curing etc. complete including cost of formwork, finishing the

cement concrete road by Trimix process inclusive of labour

charges for trimix vaccume dewatering process on cement

concrete road by using vaccume dewatering pump, surface floater,

including chanelling and making grooves & rough finish to surface,

providing expansion joint, construction joint including filling the joint

with asphalt filler as per direction by engineer in charge and as per

specification.

13 Providing I.S.I. mark T.M.T. bar Fe-500D reinforcement for R.C.C. 12.54 M.T. 77285.20

work including bending, binding and placing in position complete

upto floor two level.

14 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 12.00 No. 704.33

including necessary reinforcement as per I.R.C. type design in C.C.

1:4:8 including painting, lettering etc. complete (For O.D. road V.R.)

15 Providing and fixing Hectometer stone as per I.R.C. type design 48.00 No. 116.08

including painting, lettering etc.complete (i) Fixing in earth.

16 Providing and fixing Guard stone as per I.R.C. type design 460.00 No. 103.56

including white washing etc. complete (i) Fixing in earth.

17 Direction sign (Junction board) :- Providing and fixing sign boards 1.00 No. 14831.71

made out of 2mm aluminium sheet size 244 x 122cms. rectangle

as per the design of IRC-67-1977 pre treated with phospheting

process & acid etching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint, reflectorised with retro

reflective sheeting as per latest M.O.S.T. specifications; Letters and

numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand

post and frame fabricated from suitable size iron angle of 50 x 50 x

5mm, 75 x 75 x 6mm as required 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)

Engineer Grade (VR)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

18 Regulatory / Mandatory signs : Providing and fixing sign boards 48.00 No. 3439.81

made out of 2mm aluminium sheet size 60cms. diameter circle as

per the design of IRC-67-1977 pre treated with phospheting

process & acid eteching, coated with one coat of epoxy primer and

two coats of best quality epoxy paint, reflectorised with retro

reflective sheeting as per latest M.O.S.T. Specifications; 3.1m long

stand post and frame fabricated from suitable size iron angle of

x 35 x 3mm, 75 x 75 x 6mm as required; 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) Engineer Grade

19 Village name/ Bump Ahead sign :- Providing and fixing sign board 2.00 No. 5045.36

made out of 2 mm alluminium sheet size 90 x 60 cms rectangle as

per the design of IRC-67-1977 pre treated with phospheting

process and acid etching coated with one coat of epoxy primer and

two coats of best quality epoxy paint reflectorised with retro

reflective sheeting as per latest M.O.R.T.H. specifications. Letters

and numerals should be as per IRC-30-1968, 310m long (2 Nos.)

stand post and frame fabricated from suitable size iron angle of

x 50 x 5 mm painted with best quality epoxy coating 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 C.C. block of size 45 x 45 x

cms for each leg including excavation, curing etc. complete under

the supervision of Engineer-in-charge (A) Engineer grade (VR).

20 Citizen' s information Board- Providing and fixing of typical MMGSY 1.00 No. 21435.09

information board as per instruction. Two MS plates of 1.6 mm

thick, of 900 mm x 750mm size fixed at top & bottom duly welded

with MS angles of 25 x 25 x 5 mm thick M.S plate shall be welded

by two vertical M.S flats & four horizontal M.S flates 5 mm thick to

75 mm x 75 mm of 12 SWG square tubes posts duly embedded in

cement concrete M-15 grade blocks of 600mm x 600mm x 75mm,

below ground level. Painting New letters & figure of any shade with

ready mixed synthetic enample paint of superior quality in required

shade and colour, All sections of framed posts and steel tube will

be painted with primer and two coats of epoxy paints as per

drawing Clause 1701 and annexure 1700.1 (10.16) 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

21 Hazard Marker Sign :- Providing and fixing sign board made out of 24.00 No. 2423.74

2mm aluminium sheet size 90 x 30 cms. rectangle as per the

design / drawing attached (IRC) pretreated with phospheting & acid

etching, coated with one coat of epoxy primer and two coats of best

quality epoxy paint reflectorised with retro reflective sheeting as per

latest M.O.S.T. specification, 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x

x 5mm painted with best quality epoxy coatings. The fixing at site

shall be in 1:2:4 C.C. block of size 45 x 45 x 60cms for each leg

including excavation curing etc. complete under the supervision of

Engineer in charge. (A) Engineer grade (VR).

22 STOP SIGN :- Providing and fixing sing boards made out of 2mm 2.00 No. 4676.06

aluminium sheet size 90 x 90cms. rectangle as per the design of

IRC-67-1977 pretreated with phospheting process & acid etching,

coated with one coat of epoxy primer and two coats of best quality

epoxy paint reflectorised with retro reflective sheeting as per latest

M.O.S.T. specifications; 3.1m long stand post and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as

required; 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) Engineer grade (VR).

23 Road marking with hot applied thermoplastic paints with 3600.00 Sq.m. 367.72

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 beads 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 colour 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-15 of IRC 35-2015. Warranty for the

retro reflectivity should be two years.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 1334.00 No. 326.23

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 +/-

mm and height not less than 30+/- 2 mm) from the body is to be a

minimum value of 500 Kgs. 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.

25 Cautionary Warning Sign :- Providing and fixing sign board made 48.00 No. 3808.66

out of 2mm aluminium sheet size 90 x 90 x 90 cms equilateral

triangle as per the design of IRC-67-1977. Pre treated with

phospheting process and acid etching coated with one coat of

epoxy primer and two coats of best quality epoxy paint,

refloctrorized with retro reflective sheeting as per the latest

M.O.R.T.H. specification, 3.1 Mt. long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3 mm, 75 x

x 6 mm; painted with best quality epoxy coating 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 60 cms for each leg, including

excavation curing etc. complete under the supervision of Engineer-

in-charge. (A) Engineer grade (VR).

26 Type - A, "W" : Metal Beam Crash BarrierProviding and erecting a 300.00 Rmt 2996.67

"W" metal beam crash barrier comprising of 3 mm thick corrugated

sheet metal beam rail, 70 cm above road/ground level, fixed on

ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m

centre to centre, 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 conform to 15:1367 and 15:1364, metal beam rail to be

fixed on the vertical post with a spacer of channel section 150 x

x 5 mm, 330 mm long complete as per clause 810 including

necessary exc·avation of Post, providing Levelling course M-10

(Size 0.65x0.65x0.10 m) & foundation concrete in M-200 (Size

0.5x0.5x0.15 + 0.3x0.3x0. 70) as per requirement and instruction

from engineer in charge.

27 Excavation for foundation up to 1.50 mt. depth including sorting out 869.00 Cum 216.84

and stacking of useful material and disposing off the excavated

stuff up to 50 meter lead. (B) Dence or hard soil

28 Providing and filling in foundation with ordinary cement concrete M- 473.00 Cum 3327.08

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

29 Providing and casting in situ ordinary cement concrete M-150 mix 910.00 Cum 3849.71

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without

V-grooves. (A) Height from 0.0 M. to 5.0 M.

30 Supplying and fixing ISI reinforced concrete heavy duty non- 150.00 Meter 3729.58

pressure pipes with collars for culverts carrying heavy traffic as per

IS 458-1991 specifications including setting the pipes in C.M. 1:2

watering and laying (to level or slopes) of class NP3 of following

internal diameter. (v) 1200 mm dia.

31 White washing with lime on wall surface (two coats) to give an 502.00 Sq.m. 12.70

even shade including thoroughly brooming the surface to removed

all dirt, dust mortar drops and other foreign matter.

32 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate of 10.00 No. 279.69

marble stone set in C.C. 1:4 including finishing and engraving

letters etc. complete.

33 Providing and maintaining a road diversion for traffic during the 10.00 No. 2020.00

work in progress till completion of work including providing red

lamps and necessary sign boards etc. complete. (For C.D. Works)

34 Dismentaling the existing structure including removing and stacking 273.00 Cum 930.35

the dismentelled materials as and where directed. (A) R.C.C. work.

35 Dismentaling the existing structure including removing and stacking 179.00 Cum 409.22

the dismentelled materials as and where directed. (B) Rubble

36 Filling available excavated earth (excluding rock) in trenches, 285.00 Cum 136.92

plinth, sides of foundation etc. in layer not exceeding 20 cm in

depth consolidating each deposited layer by ramming and watering

etc. complete.

37 Providing & laying weep hole in abutments and returns by using 375.00 No. 186.08

P.V.C. 10 Kg/Sqcm pipe of 110mm dia. including laying in proper

grade and jointing the completed as per detailed specification.

38 Providing and laying filter media 600 mm thick as directed at the 375.00 Sq.m. 1239.35

back of abutments and returns and wing walls as per detailed

specifications.

As per T.S. Amount TOTAL Rs.

i.e. Rs. Sixty Four lacs Nine hundred Eighty Four and Ninety Eight paisa only.

I/We am/are willing to carry Deputy

out the Executive

work Engineer

Divisional

EngineerAccount

@ ______________ Officer

% 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

Net Rs. ___________________________ Total Rs. ________________________

In words ____________________ In words ____________________

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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. Credit for dismantalled materials of amount of Rs. 38,520.00 must be recovered from 1st R.A. bill of

Contractor's.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me

and found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Anjar Bhuj Bhuj

12/00 Ta. Anjar Dist. Bhuj under Bughet Lump Provision Year-2023-24

SPECIFICATION INDEX

Applicable Separate

Description of Item Road Specification

attached reference

1 Clearing and grubbing road land including uprooting wild vegetation grass As per seperate sheet

bushes, shrubs, sapling and trees of girth up to 300mm removal of attached.

stumps of trees cut earlier and disposal of unserviceable materials and

stacking of serviceable materials as per Clause-201 (area of light

density) by mechanical means in area of light jungle.

2 Earthwork in cutting including preparing the slope and camber and As per seperate sheet

stacking or utilizing the cutting stuff in spoil bank as directed upto 200 attached.

meters from the end of cutting with all lead and lift. (A) Hard Murrum.

3 Earth work for embankment including breaking clods, dressing with all As per seperate sheet

lead and lift (Including watering and consolidation) (C) from borrow area attached.

within all lead and lift (with minimum 6% CBR)

4 Rolling and watering of earthwork in layers with power roller including As per seperate sheet

filling in depressions which occur during the process. attached.

5 Box cutting the road surface to proper slope and camber for making a As per seperate sheet

base for road work including removing the excavated stuff and depositing attached.

on the road side slope as directed upto all lead and lift.

6 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm size As per seperate sheet

including 0.27 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler attached.

including spreading, watering & consolidation by vibratory roller 80KN to

100KN static weight.100mm thick compacted.

7 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm size As per seperate sheet

including 0.12 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler attached.

including spreading, watering & consolidation by vibratory roller 80KN to

100KN static weight. 75mm thick compacted.

8 Providing and laying compacted of specified murrum in side shoulder As per seperate sheet

including carriage of material and spreading on prepared base including attached.

compacting as per MOST specification etc. complete.

9 Providing and laying bituminous grout 37.5mm compacted thick using As per seperate sheet

B.T. stone aggregates as per required gradation with the asphalt VG-30 attached.

grade for tack coat 2.5 Kg/10 Smt on B.T. surface and 4.0 Kg/10 Smt on

W.B.M. surface and asphalt VG-30 grade for mixing @ 1.99% i.e.

kg./ MT by weight of mix including heating and mixing in drum mix plant

transporting the mix, spreading the same by pavers finisher and

consolidation as per MORTH specification including cost of all materials

fuels, labors, tools and plant etc. using contractors own drum mix plant

etc. completed as directed.

Applicable Separate

Description of Item Road Specification

attached reference

10 Providing and laying 37.50 mm thick compacted B.M. using stone chips As per seperate sheet

0.66 Cum/1 M. ton mix as per gradation with Asphalt VG-30 for tack coat attached.

@ 2.50 kg./10 Smt. on B.T. surface and asphalt grade VG-30 for mixing

@ 34 kg/M.Ton (i.e. 3.40% of mix) including heating the and aggregate

by continuous batching drum mix plant, transporting and mixed material

and spreading the same by paver finisher and consolidation by vibratory

roller of 80 KN to 100 Kn static weight including the cost of labour oil,

lubricants etc. using contractors own machineries and plant.

11 Providing and laying bituminous seal coat with stone chips 6 to 10 mm As per seperate sheet

size 0.18 Cmt/10 smt i.e. using 0.66 cmt aggregate per M.T mix using attached.

asphalt VG-30 @ of 4.50% of mix including heating the asphalt and

aggregate by continuous batching drum mix plant and paver finisher and

consolidating by vibratory roller including providing equipment, tools,

plant, firewood, oil, kerosene, labour charges etc. using the contractors

own machinery and plant.

12 Proving and laying cement concrete grade M-20 (1-Cement : 1.5 sand : 3 As per seperate sheet

coarse aggregate 20mm nominal size) for C.C. road and curing etc. attached.

complete including cost of formwork, finishing the cement concrete road

by Trimix process inclusive of labour charges for trimix vaccume

dewatering process on cement concrete road by using vaccume

dewatering pump, surface floater, including chanelling and making

grooves & rough finish to surface, providing expansion joint, construction

joint including filling the joint with asphalt filler as per direction by

engineer in charge and as per specification.

13 Providing I.S.I. mark T.M.T. bar Fe-500D reinforcement for R.C.C. work As per seperate sheet

including bending, binding and placing in position complete upto floor two attached.

14 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 As per seperate sheet

including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 attached.

including painting, lettering etc. complete (For O.D. road V.R.)

15 Providing and fixing Hectometer stone as per I.R.C. type design including As per seperate sheet

painting, lettering etc.complete (i) Fixing in earth. attached.

16 Providing and fixing Guard stone as per I.R.C. type design including As per seperate sheet

white washing etc. complete (i) Fixing in earth. attached.

17 Direction sign (Junction board) :- Providing and fixing sign boards made As per seperate sheet

out of 2mm aluminium sheet size 244 x 122cms. rectangle as per the attached.

design of IRC-67-1977 pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint, reflectorised with retro reflective sheeting as per

latest M.O.S.T. specifications; Letters and numerals should be as per

IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from

suitable size iron angle of 50 x 50 x 5mm, 75 x 75 x 6mm as required

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)

Engineer Grade (VR)

Applicable Separate

Description of Item Road Specification

attached reference

18 Regulatory / Mandatory signs : Providing and fixing sign boards made out As per seperate sheet

of 2mm aluminium sheet size 60cms. diameter circle as per the design of attached.

IRC-67-1977 pre treated with phospheting process & acid eteching,

coated with one coat of epoxy primer and two coats of best quality epoxy

paint, reflectorised with retro reflective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; 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) Engineer Grade (VR)

19 Village name/ Bump Ahead sign :- Providing and fixing sign board made As per seperate sheet

out of 2 mm alluminium sheet size 90 x 60 cms rectangle as per the attached.

design of IRC-67-1977 pre treated with phospheting process and acid

etching coated with one coat of epoxy primer and two coats of best

quality epoxy paint reflectorised with retro reflective sheeting as per latest

M.O.R.T.H. specifications. Letters and numerals should be as per IRC-30-

1968, 310m long (2 Nos.) stand post and frame fabricated from suitable

size iron angle of 50 x 50 x 5 mm painted with best quality epoxy coating

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 C.C. block of size 45 x 45 x 60 cms for each

leg including excavation, curing etc. complete under the supervision of

Engineer-in-charge (A) Engineer grade (VR).

20 Citizen' s information Board- Providing and fixing of typical MMGSY As per seperate sheet

information board as per instruction. Two MS plates of 1.6 mm thick, of attached.

900 mm x 750mm size fixed at top & bottom duly welded with MS angles

of 25 x 25 x 5 mm thick M.S plate shall be welded by two vertical M.S

flats & four horizontal M.S flates 5 mm thick to 75 mm x 75 mm of

SWG square tubes posts duly embedded in cement concrete M-15 grade

blocks of 600mm x 600mm x 75mm, below ground level. Painting New

letters & figure of any shade with ready mixed synthetic enample paint of

superior quality in required shade and colour, All sections of framed

posts and steel tube will be painted with primer and two coats of epoxy

paints as per drawing Clause 1701 and annexure 1700.1 (10.16) 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.

21 Hazard Marker Sign :- Providing and fixing sign board made out of 2mm As per seperate sheet

aluminium sheet size 90 x 30 cms. rectangle as per the design / drawing attached.

attached (IRC) pretreated with phospheting & acid etching, coated with

one coat of epoxy primer and two coats of best quality epoxy paint

reflectorised with retro reflective sheeting as per latest M.O.S.T.

specification, 3.1m long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted with best

quality epoxy coatings. The fixing at site shall be in 1:2:4 C.C. block of

size 45 x 45 x 60cms for each leg including excavation curing etc.

complete under the supervision of Engineer in charge. (A) Engineer

grade (VR).

Applicable Separate

Description of Item Road Specification

attached reference

22 STOP SIGN :- Providing and fixing sing boards made out of 2mm As per seperate sheet

aluminium sheet size 90 x 90cms. rectangle as per the design of IRC-67- attached.

1977 pretreated with phospheting process & acid etching, coated with

one coat of epoxy primer and two coats of best quality epoxy paint

reflectorised with retro reflective sheeting as per latest M.O.S.T.

specifications; 3.1m long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; 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) Engineer grade (VR).

23 Road marking with hot applied thermoplastic paints with reflectorising As per seperate sheet

glass beads on bitumen surface providing and laying a hot applied attached.

thermoplastic compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is excluding of

surface applied glass beads 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 colour marking

should provide luminance coefficient on cement road shall be min

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.

24 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks Raised As per seperate sheet

Pavement Markers made of polycarbonate and ABS moulded body and attached.

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

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 Kgs. 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.

Applicable Separate

Description of Item Road Specification

attached reference

25 Cautionary Warning Sign :- Providing and fixing sign board made out of As per seperate sheet

2mm aluminium sheet size 90 x 90 x 90 cms equilateral triangle as per attached.

the design of IRC-67-1977. Pre treated with phospheting process and

acid etching coated with one coat of epoxy primer and two coats of best

quality epoxy paint, refloctrorized with retro reflective sheeting as per the

latest M.O.R.T.H. specification, 3.1 Mt. long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3 mm, 75 x 75 x

mm; painted with best quality epoxy coating 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

x 45 x 60 cms for each leg, including excavation curing etc. complete

under the supervision of Engineer-in-charge. (A) Engineer grade (VR).

26 Type - A, "W" : Metal Beam Crash BarrierProviding and erecting a "W" As per seperate sheet

metal beam crash barrier comprising of 3 mm thick corrugated sheet attached.

metal beam rail, 70 cm above road/ground level, fixed on ISMC series

channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,

m high, 1.1 m below ground/road level, all steel parts and fitments to be

galvanised by hot dip process, all fittings to conform to 15:1367 and

15:1364, metal beam rail to be fixed on the vertical post with a spacer of

channel section 150 x 75 x 5 mm, 330 mm long complete as per clause

810 including necessary exc·avation of Post, providing Levelling course

M-10 (Size 0.65x0.65x0.10 m) & foundation concrete in M-200 (Size

0.5x0.5x0.15 + 0.3x0.3x0. 70) as per requirement and instruction from

engineer in charge.

27 Excavation for foundation up to 1.50 mt. depth including sorting out and As per seperate sheet

stacking of useful material and disposing off the excavated stuff up to 50 attached.

meter lead. (B) Dence or hard soil

28 Providing and filling in foundation with ordinary cement concrete M-100 As per seperate sheet

mix and providing necessary vertical pin headers including formwork, attached.

vibrating, ramming and curing complete.

29 Providing and casting in situ ordinary cement concrete M-150 mix and As per seperate sheet

providing necessary pin headers including shuttering, scaffolding, laying, attached.

vibrating, curing and finishing complete without V-grooves. (A) Height

from 0.0 M. to 5.0 M.

30 Supplying and fixing ISI reinforced concrete heavy duty non-pressure As per seperate sheet

pipes with collars for culverts carrying heavy traffic as per IS 458-1991 attached.

specifications including setting the pipes in C.M. 1:2 watering and laying

(to level or slopes) of class NP3 of following internal diameter. (v)

31 White washing with lime on wall surface (two coats) to give an even As per seperate sheet

shade including thoroughly brooming the surface to removed all dirt, dust attached.

mortar drops and other foreign matter.

32 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate of marble As per seperate sheet

stone set in C.C. 1:4 including finishing and engraving letters etc. attached.

33 Providing and maintaining a road diversion for traffic during the work in As per seperate sheet

progress till completion of work including providing red lamps and attached.

necessary sign boards etc. complete. (For C.D. Works)

34 Dismentaling the existing structure including removing and stacking the As per seperate sheet

dismentelled materials as and where directed. (A) R.C.C. work. attached.

Applicable Separate

Description of Item Road Specification

attached reference

35 Dismentaling the existing structure including removing and stacking the As per seperate sheet

dismentelled materials as and where directed. (B) Rubble masonary. attached.

36 Filling available excavated earth (excluding rock) in trenches, plinth, As per seperate sheet

sides of foundation etc. in layer not exceeding 20 cm in depth attached.

consolidating each deposited layer by ramming and watering etc.

37 Providing & laying weep hole in abutments and returns by using P.V.C. As per seperate sheet

10 Kg/Sqcm pipe of 110mm dia. including laying in proper grade and attached.

jointing the completed as per detailed specification.

38 Providing and laying filter media 600 mm thick as directed at the back of As per seperate sheet

abutments and returns and wing walls as per detailed specifications. attached.

Deputy Executive Engineer Executive Engineer

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

Mundra Bhuj - Kachchh