Resurfacing of Bhagadiya Gughardui Road Km. 0/00 to 5/800 Taluka Bhuj District Bhuj-Kachchh under MMGSY Program-2026-2027 (Normal) (Package No. 6)(3rd attempt)

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation 2.30 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 including preparing the slope and camber and 1392.00 Cum 109.24

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 14177.00 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 1253.00 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 1548.00 Cum 109.24

a base for road work including removing the excavated stuff and

depositing 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 63 mm 3094.00 Cum 1602.87

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.

7 Supplying, stacking and spreading quarry spaull with all lead and lift 1160.00 Cum 780.41

and including watering and rolling and consolidation of sub grade in

layers at OMC to required dry density including filling depression

which occurs during the process using vibratory roller of 80 KN to

8 Providing and laying bituminous grout 37.5mm compacted thick 1665.00 M.T. 3058.28

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

asphalt VG-30 grade for tack coat 2.50 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.

9 Providing and laying 37.50 mm thick compacted B.M. using stone 1832.00 M.T. 4067.27

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing and laying 20mm thick mix seal surfacing using B.T. chips 1022.00 M.T. 5066.16

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

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

and laying by sencer paver finisher and consolidation with vibratory

roller including necessary firewood, oil, lubricants, labour charges

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

completed in accordance with the requirement of specification.

11 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 6.00 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.)

12 Providing and fixing Hectometer stone as per I.R.C. type design 23.00 No. 116.08

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

13 Providing and fixing Guard stone as per I.R.C. type design including 150.00 No. 103.56

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

14 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,

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

15 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 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)

16 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 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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

17 Hazard Marker Sign :- Providing and fixing sign board made out of 4.00 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 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).

18 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).

19 Road marking with hot applied thermoplastic paints with 1740.00 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.

20 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 645.00 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

+/- 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

21 Cautionary Warning Sign :- Providing and fixing sign board made 2.00 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).

22 MMGSY "LOGO" board :- Providing & fixing of MMGSY logo 1.00 No. 6256.35

Informatory sign board with Logo as per section 1700 of MORD

specifications and drawing. The board will be a composite unit

consisting of three plates ACM (Alluminium Composite Material),

material specifications as per clause 17001.3. The top most plate

will be of 3mm ACP in diamond shape of 600 x 600mm size, riveted

with MS angle iron frame of 25mm x 25mm x 5mm size on back on

edges. The lower plate will be of 4mm ACP of 1100 x 300mm size

riveted with MS angle iron frame of 25mm x 25mm x 5mm size on

back on edges. Riveting of all the sheets over angle and flat iron

frame will be done neatly to have plain surface on one side. The

angle iron frame of both the plates will be welded to a 75mm x

75mm x 6mm mild steel post at centre and this post will be

embedded in cement concrete M-15 grade block of 450 x 450 x

600mm below ground level.

The height of the bottom of the lower plate will be 1200mm from

normal ground level. The spacing between the diamond shaped

plate and lower plate is kept 150mm MMGSY logo, letters and

numerals on the ACM should be made up of retro reflective sheeting

of Type-1 AEGP Class-A grade as per the latest MORD section

1700 and IRC 67-2012 specifications. All the section of the frame

and posts shall be painted with primer and two coats of epoxy paint.

The design, painting and lettering shall be done as per the MMGSY

logo sign design and as directed by Engineer in charge. A warranty

for 5 years for the retro reflective sheeting for Type-1 Class-A from

original manufacturer shall be submitted by contractor.

23 Excavation for foundation up to 1.50 mt. depth including sorting out 675.00 Cum 253.88

and stacking of useful material and disposing off the excavated stuff

within all lead and lift for all sorts of soil.

24 Providing and filling in foundation with ordinary cement concrete M- 102.00 Cum 3327.08

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

25 Providing and casting in situ ordinary cement concrete M-150 mix 743.00 Cum 3903.13

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.

26 Providing and fixing in position I.S.I. mark Fe-500D T.M.T. bar 4.95 M.T. 73858.69

reinforcement including cutting, bending and tying complete as per

detailed drawing (A) Piers (B) Abutment (C) R.C.C. returns.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

27 Filling available excavated earth (excluding rock) in trenches, plinth, 675.00 Cum 136.92

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

consolidating each deposited layer by ramming and watering etc.

28 Providing & laying weep hole in abutments and returns by using 585.00 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.

29 Providing and laying filter media 600 mm thick as directed at the 585.00 Sq.m. 1239.35

back of abutments and returns and wing walls as per detailed

specifications.

TOTAL Rs.

i.e. Rs. Three Crore Twenty Two lacs Five thousand Seventy Nine and Fifty One paisa only.

I/We am/are willing to carry out the work @ ______________ % 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.

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.

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,

Bhuj Bhuj-Kutch Bhuj-Kutch