Resurfacing of Goniyasar to Vandh Road Km. 0/0 to 3/50 Ta. Mandvi Dist. Bhuj-Kachchh under MMGSY (Resurfacing) Year-2025-26

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation 1.40 Hect. 28455.09

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 in all sorts of soil and soft murrum including 840.00 Cum 109.24

conveying and putting the stuff in spoil bank maintaining minimum

distance of five meter between top edge and cutting and toe of

spoil bank. (A) Hard Murrum

3 Earth work for embankment including breaking clods, dressing with 3003.00 Cum 180.87

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

borrow Area within 1.0 km lead (With minimum 6% CBR)

4 Rolling and watering of earthwork in layers with power roller 2952.00 Cum 22.96

including filling in depressions which occur during the process.

5 Box cutting the road surface to proper slope and camber for making 6542.00 Cum 109.24

a base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto 50m lead.

6 Construction of compacted granular sub base ( Grade-I , Crushed 2410.00 Cum 798.33

B T materials of 53 mm to 26.5 mm @ 35 %, 26.5 mm to 4.75 mm

@ 45 %, Below 2.36 mm @ 20 % ) by providing close graded

material , mixing in a mechanical mix plant at OMC, carriage of a

mix material to work site, spreading uniform layers with motor

grader on prepared surface and compacting with

7 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm 1990.00 Cum 1105.95

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 700.00 Cum 393.90

shoulder including carriage of material and spreading on prepared

base including compacting as per MOST specification etc.

9 Proving and laying cement concrete grade M-20 (1-Cement : 1.5 2550.00 Cum 5189.38

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Proving and laying cement concrete Grade M20 for CC Wearing 126.00 Cum 4107.67

Coat and curing etc, comp. incl. cost of formwork. Finishing the

cement concrete road by Tri-mix process inclusive of labor charges

for trimix vacuum dewatering process on cement cone. road by

using vacuum dewatering pump. surface floater, including

Channeling and making grooves & rough finish to surface,

providing expansion joint, construction joint incl. filling the joint with

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

specification

11 Providing and fixing in position FE 500D TMT bar reinforcement 42.50 M.T. 73243.02

including 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.

12 Providing and laying in position FE 500D TMT bar reinforcement 1.27 M.T. 73858.69

including cutting, bending, hooking and tying complete as per

detailed drawings for the following. (A) Piers (B) Abutments (C)

R.C.C. Returns

13 Providing & fixing “FLOOD GUAGE POST ” on causeway / Dip 6.00 No. 2084.05

having “[“ channel size 100 x 50 mm i.e. C.C. 1:2:4 in headwall i.e.

painting & lettering with ordinary paint colour as per instruction of

engineer in charge.

14 Providing & fixing “FLOOD WARNING POST ” on causeway / Dip 6.00 No. 4133.22

having rectangular size (1.20 mtr. x 0.90 mtr.) 20.00 Gauge thick

M.S. Plate & 2.90 mtr. deep double angle 60 x 60 x 6 mm size

including fitting the M.S. Plate in double angle 30 x 30 x 6 mm size

painting & lettering with ordinary paint colour as per instruction of

engineer in charge. (fixing in C.C. 1:2:4)

15 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 4.00 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.)

16 Providing and fixing Hectometer stone as per I.R.C. type design 14.00 No. 116.08

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

17 Providing and fixing Guard stone as per I.R.C. type design 116.00 No. 103.56

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

18 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

19 Regulatory / Mandatory signs : Providing and fixing sign boards 2.00 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 (VR)

20 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).

21 Hazard Marker Sign :- Providing and fixing sign board made out of 36.00 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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

23 Road marking with hot applied thermoplastic paints with 1050.00 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.

24 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 389.00 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 4.00 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 75 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 Excavation for foundation up to 1.50 mt. depth including sorting out 166.00 Cum 235.95

and stacking of useful material and disposing off the excavated

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

27 Providing and filling in foundation with ordinary cement concrete M- 1732.00 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

28 Providing and casting in situ ordinary cement concrete M-150 mix 187.00 Cum 3866.78

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.

29 Supplying and fixing ISI reinforced concrete heavy duty non- 15.00 Meter 5560.01

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.

30 White washing with lime on wall surface (two coats) to give an even 41.00 Sq.m. 12.70

shade including thoroughly brooming the surface to removed all

dirt, dust mortar drops and other foreign matter.

31 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate of 1.00 No. 279.69

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

letters etc. complete.

32 Dismentaling the existing structure including removing and stacking 126.00 Cum 930.35

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

33 Dismentaling the existing structure including removing and stacking 18.00 Cum 409.22

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

34 Filling available excavated earth (excluding rock) in trenches, plinth, 112.00 Cum 136.92

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

consolidating each deposited layer by ramming and watering etc.

35 Providing & laying weep hole in abutments and returns by using 126.00 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.

36 Providing and laying filter media 600 mm thick as directed at the 126.00 Sq.m. 1239.35

back of abutments and returns and wing walls as per detailed

specifications.

37 Providing the Diversion by proper means i.e. In proper grade, 25.00 rmt 749.02

camber and approach etc. for easy passing of traffic incl. Providing

necessary sign board, making etc. as per instructions of Engineer

in charge and maintaining the same during the period of work up to

completion of work.

TOTAL Rs.

i.e. Rs. Three Crore Four lacs Seventy Two Thousand Four hundred Sixty Two and Seventy Two 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. 52,530.00 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,

Bhachau Bhuj-Kutch Bhuj-Kutch

Mandvi Dist. Bhuj-Kachchh under MMGSY (Resurfacing) Year-2025-26

SPECIFICATION INDEX

Applicable Separate Road

Description of Item Specification attached

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 in all sorts of soil and soft murrum including As per seperate sheet

conveying and putting the stuff in spoil bank maintaining minimum attached.

distance of five meter between top edge and cutting and toe of spoil

bank. (A) Hard Murrum

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 50m lead.

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.

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 20mm thick mix seal surfaceasing using B.T. chips As per seperate sheet

as per required gradation and mixing asphalt grade VG-30 @ 5.10% by attached.

weight of total mix and mixing by contractor's own drum mix plant and

laying by sensor paver finisher and consolidation with vibratory roller

including necessary firewood, oil, lubricants, labor charges etc. using

contractor's own drum mix plant and equipment, tool etc. completed in

accordance with the requirement of specification.

Applicable Separate Road

Description of Item Specification attached

8 Construction of dry lean cement concrete Sub- base over a prepared sub- As per seperate sheet

grade with coarse and fine aggregate conforming to IS: 383, the size of attached.

coarse aggregate not exceeding 25 mm, aggregate cement ratio not to

exceed 15:1, aggregate gradation after blending to be as per table 600-1,

optimum moisture content to be determined during trial length

construction, concrete strength not to be less than 10 Mpa at 7 days,

mixed in a batching plant, transported to site, laid with a paver with

electronic sensor, compacting with 8-10 tonnes vibratory

9 Construction of un-reinforced,dowel jointed,plain cement concrete As per seperate sheet

pavement over a prepared sub base with concrete grade M300,coarse attached.

and fine aggregate conforming to IS 383.maximum size of coarse

aggregate not exceeding 25 mm,mixed in a batching and mixing plant as

per approved mix design,transported to site,laid with a fixed from or slip

form paver,spread,compacted and finished in a continuous operation

including provision of contraction,expansion,construction and longitudinal

joints,joint filler,separation membrane,sealant primer,joint

sealant,debonding strip,dowel bar,tie rod,admixtures as approved,curing

compond,finishing to lines and grades as pr drawing.

9 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 & fixing “FLOOD GUAGE POST ” on causeway / Dip having “[“ As per seperate sheet

channel size 100 x 50 mm i.e. C.C. 1:2:4 in headwall i.e. painting & attached.

lettering with ordinary paint colour as per instruction of engineer in charge.

14 Providing & fixing “FLOOD WARNING POST ” on causeway / Dip having As per seperate sheet

rectangular size (1.20 mtr. x 0.90 mtr.) 20.00 Gauge thick M.S. Plate & attached.

2.90 mtr. deep double angle 60 x 60 x 6 mm size including fitting the M.S.

Plate in double angle 30 x 30 x 6 mm size painting & lettering with

ordinary paint colour as per instruction of engineer in charge. (fixing in

15 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.)

16 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.

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

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

Applicable Separate Road

Description of Item Specification attached

18 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)

19 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)

20 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).

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

Applicable Separate Road

Description of Item Specification attached

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.

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 45 x 45 x

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

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

Applicable Separate Road

Description of Item Specification attached

26 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.

27 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.

28 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.

29 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)

30 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.

31 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.

32 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.

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

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

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

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

each deposited layer by ramming and watering etc. complete.

35 Providing & laying weep hole in abutments and returns by using P.V.C. 10 As per seperate sheet

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

the completed as per detailed specification.

36 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.

37 Providing the Diversion by proper means i.e. In proper grade, camber and As per seperate sheet

approach etc. for easy passing of traffic incl. Providing necessary sign attached.

board, making etc. as per instructions of Engineer in charge and

maintaining the same during the period of work up to completion of work.

Deputy Executive Engineer Executive Engineer

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

Mandvi Bhuj - Kachchh

MMGSY (Resurfacing) Year-2025-26

SCHEDULE FOR TESTING OF MATERIALS

For ensuring quality control and workmanship, various tests prescribed below for materials shall be taken at periodical intervals as stipulated below.

The material should be tested in GERI or Private laboratory approved by Govt. of Gujarat. Bill for testing charges should be paid Govt.

Item No. as Brief Description of materials to be Qty. of Unit Prescription of test which shall be Frequency @ which test shall be carried out Total Nos of test

per tested. Materials carried out to be taken

Schedule 'B'

1 B.T. metal 45mm to 63mm 2407.90 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

2 B.T. metal 53 mm to 26.5 843.50 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

1500 to 5000 - cum. 7 test

3 B.T. metal 26.5mm to 4.75 1084.50 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

1500 to 5000 - cum. 7 test

4 2.36 mm below 482.00 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

1500 to 5000 - cum. 7 test

5 B.T. chips 25 to 40 mm 0.00 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

1500 to 5000 - cum. 7 test

6 B.T. chips 10mm to 20mm 2618.00 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

1500 to 5000 - cum. 7 test

7 B.T. chips 6mm to 10mm 0.00 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

DTP - GONIYASR TO VANDH ROAD

Item No. as Brief Description of materials to be Qty. of Unit Prescription of test which shall be Frequency @ which test shall be carried out Total Nos of test

per tested. Materials carried out to be taken

7 'B' B.T. chips 6mm to 10mm

*Flakiness Index of 500 to 1500 - cum. 5 test

1500 to 5000 - cum. 7 test

8 B.T.Kapchi 20 to 25 mm 0.00 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

1500 to 5000 - cum. 7 test

9 B.T.Kapchi 12 to 20 mm 0.00 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

1500 to 5000 - cum. 7 test

10 B.T.Kapchi 10mm to 12mm 0.00 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

1500 to 5000 - cum. 7 test

11 B.T. chips 13.2mm 889.50 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

1500 to 5000 - cum. 7 test

12 Supplying of Hard murrum 812.00 Cum *Gradation,CBR One test per work One test per work

13 Supplying of Sand 1300.00 Cum *Silt Content,F.M One test per work "

14 Stonedust 352.00 Cum *Gradation One test per work "

16 Natural GSB 0.00 Cum *Gradation,P.I,CBR "

17 Asphalt (VG-30) 0.00 M.T. Viscosity Test Tanker test in Geri Lab. Only

as per I.S. 1206 Up to 10

Above 50 one per Tanker

Ductility Test As per I.S.

Specification Gravity test As per I.S.

Softening point test As per I.S.

Quality of binder test 3 test per 2 tankers on plant site.

DTP - GONIYASR TO VANDH ROAD

Item No. as Brief Description of materials to be Qty. of Unit Prescription of test which shall be Frequency @ which test shall be carried out Total Nos of test

per tested. Materials carried out to be taken

Schedule 'B'

18 Tack Coat 0.00 Sqmt *Binder Temperature for application Irregular close in intervals

*Rate of spread of Binder. 2 test per Day.

19 Carpet & Seal Coat. Mix Grading One Test on Individual

Temperature of binder in Boilor Constituents and mixed aggregates from the dryer for each

aggregates in the dryer and mix at the tonnes of mix subject to minimum of Two tests per plant per day.

time of laying and rolling. One Test for each 100 tones of mix subjects to minimum of

(Binder content vide 45/MD. 2172) two per Day.

Rate of Spreaded mix materials. Regular control through checks on layer thickness.

20 Cement (OPC) 1401.00 M.T. *Consistency,Soundness 1 test @ 50.0 M.T. 100 T 2 tests,

*Setting time,Finessness Test 200 T 3 tests, 300 T 4 tests, 500 T 5 tests,

*Compressive Strength. 800 T 6 tests, 1300 T 7 tests & 8 tests for large

consingment.

21 Steel (TMT) 43.80 M.T. *Tensile, (TMT) As per Manual of Quality Control

Yield 1 test/40 tonnes / per category

*Elongation

22 C.C.Cube Test 1:2:4 *Compressive Strength. 1 to 5 cmt - 1 No

M200 2676.00 6 to 15 cmt - 2 No

M150 187.00 16 to 20 cmt - 3 No

CC 1:4:8 1.00 20 to 50 cmt - 4 No

M-100 1732.00 51 to above - 4 +1 additional sample for each 50 cu.mt.

Or part there of.

23 Retro Reflective Sheeting for the signage 47.00 Nos. as per Test schedule attached GR SOR/1018/715/Part file/C-1 Dtd.4/6/19

24 Road studs / Cat Eyes 389.00 Nos. as per Test schedule attached GR SOR/1018/715/Part file/C-1 Dtd.4/6/19

25 Hot Applied Thermoplast Road Marking 1050.00 Sqmt as per Test schedule attached GR SOR/1018/715/Part file/C-1 Dtd.4/6/19

DTP - GONIYASR TO VANDH ROAD

Item No. as Brief Description of materials to be Qty. of Unit Prescription of test which shall be Frequency @ which test shall be carried out Total Nos of test

per tested. Materials carried out to be taken

Schedule 'B'

Note (1) :- In case of excess in quantity. Further more test shall be carried out as per required frequency.

Note (2) :- Apart from above listed materials for carrying out various tests during Road / Structure Construction works, if any other

than above mentioned material/s are to be used during road / structure construction work then it must be tested as per

prevailing criteria of Govt. of Gujarat (R & B Deptt.) and necessary tests should be carried out as per prevailing norms.

Signature of Contractor Deputy Executive Engineer Executive Engineer

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

Mandvi Bhuj - Kachchh

DTP - GONIYASR TO VANDH ROAD