Resurfacing of Nani Godhiyar Approach Road Km 0/000 to 1/500 Ta: Nakhtrana Dist: Bhuj-Kachchh under MMGSY (Resurfacing) Year-2026-27.

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation 0.60 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 360.00 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 1073.00 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 288.00 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 197.00 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 263.00 Cum 1382.69

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 Providing and laying compacted of specified murrum in side 300.00 Cum 392.89

shoulder including carriage of material and spreading on prepared

base including compacting as per MOST specification etc.

8 Providing and laying bituminous grout 37.5mm compacted thick 426.00 M.T. 2973.44

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

9 Providing and laying 37.50 mm thick compacted B.M. using stone 469.00 M.T. 4004.65

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.

10 Providing and laying 20mm thick mix seal surfaceasing using B.T. 262.00 M.T. 5003.54

chips 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 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.

11 Providing and laying in position FE 550D TMT bar reinforcement 0.47 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

12 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 2.00 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.)

13 Providing and fixing Hectometer stone as per I.R.C. type design 6.00 No. 116.08

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

14 Providing and fixing Guard stone as per I.R.C. type design 66.00 No. 103.56

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

15 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

16 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)

17 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).

18 Hazard Marker Sign :- Providing and fixing sign board made out of 12.00 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).

19 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

20 Road marking with hot applied thermoplastic paints with 450.00 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.

21 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 167.00 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.

22 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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

23 MMGSY"LOGO"Board: Providing and 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 Two Plates of ACM (Aluminum Composite Material),

specifications as per clause 17001.3. The top most plate will be of

3mm ACP in diamond shape of 600x600 mm size, riveted with MS

angle iron frame of 25mmx25mmx5mm size on back on edges. The

Lower plate will be of 4mm ACPof 1100x300mm size riveted with

MS angle iron frame of 25mmx25mmx5mm 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 75mmx75mmx6mm

Mild steel post at Centre and this post will be embeded in cement

concrete M15 grade block of 450x450x600mm 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

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

MORD section 1700 and IRC67-2012 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 for Type-1

Class-A from original manufacture shall be submiteed by contractor.

24 Excavation for foundation up to 1.50 mt. depth including sorting out 80.00 Cum 216.68

and stacking of useful material and disposing off the excavated

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

25 Providing and filling in foundation with ordinary cement concrete M- 41.00 Cum 3327.08

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

26 Providing and casting in situ ordinary cement concrete M-150 mix 55.00 Cum 3779.53

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.

27 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.

28 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.

29 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.

30 Filling available excavated earth (excluding rock) in trenches. plinth, 26.00 Cum 136.92

sides of foundations etc. in layers not exceeding 20 cm. in depth

consolidating each disposited layer by ramming and watering.

31 Providing & laying weep hole in Aburtments, and returns by using 16.00 No. 186.08

PVC 10 Kg/Sqcm pipe of 110mm dia including laying in proper

grede and jointing the completed as per detailed specification

(R.A.Attached)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

32 Providing and laying filter media 600 mm thick as directed at the 84.00 Sq.m. 1239.36

back of abutments and returns and wing walls as per detailed

specifications

33 Excavation for foundation in hard murrum and boulders and very 179.00 Cum 611.33

stiff or sticky, clays and other similar strata including shoring and

strutting and dewatering as necessary and disposing of the

excavated stuff as directed .

34 Providing and filling in foundation with ordinary Cement concrete 44.00 Cum 3697.61

M‐150 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

35 Providing and casting in situ Ordinary cement concrete M-150 for 45.00 Cum 3737.14

R.C.C. Raft and cut-off walls including necessary shuttering laying,

vibrating, ramming and curing complete.

36 Providing and casting in situ Controlled cement concrete M-300 for 47.00 Cum 4817.70

R.C.C. Raft and cut-off walls including necessary shuttering laying,

vibrating, ramming and curing complete.

37 Providing and casting in situ Controlled cement concrete M-300 mix 47.00 Cum 4537.93

and providing necessary pin headers including shuttering,

scaffolding, laying vibrating, curing and finishing etc., complete

without grooves(Height from 0.0 to 5.0 mt.}

38 Providing & casting in situ Ordinary cement concrete M-200 Mix 80.00 Cum 4273.31

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating and finishing concrete without v-

grooves (A) 0 to 5 mt

39 Providing and casting in situ controlled cement concrete M- 23.00 Cum 5894.36

300 for R.C.C. solid slab including centering, scaffolding, curing

and finishing complete.

40 Providing and Casting in situ controlled cement concrete M-450 for 6.00 Cum 5709.53

average 100 mm thick Wearing Coat laid as directed including

tempering, Vibrating, finishing,curing and filling in joints with

bituminious complete .

41 Providing and laying in position FE 550D TMT bar reinforcement 12.00 M.T. 84021.32

including Providing fusion bonded Epoxy coating not less than

175 micron thickness and up to 300 micron to reinforcement bars

as per IS-13620 1993/ASTM-775 M including testing of coating at

plant and all taxes including cutting, bending, hooking and tying

complete as per detailed drawings for the following.(A) Piers (B)

Abutments (C) R.C.C. Returns

42 Providing & laying weep hole in Aburtments, and returns by using 68.00 No. 86.70

A.C. pipe of 100mm including laying in proper grede and jointing

the completed as per detailed specification.

43 Providing Pre-moulded asphalt filler joints as per drawings.(A) 9.00 Sq.m. 703.53

44 Reinforced Cement Concrete Crash Barrier (Provision of an 27.00 rmt 8289.07

Reinforced cement concrete crash barrier at the edges of the road,

approaches to bridge structures and medians, constructed with M-

40 grade concrete with TMT reinforcement Fe-550 (D) conforming

to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion

joints filled with pre-moulded asphalt filler board, keyed to the

structure on which it is built and installed as per design given in the

enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated

24 June 1994 as per dimensions in the approved drawing and at

locations with necessary priming coat and 3 coat of paininting

complete with WHite & Black Patta as directed by the Engineer, all

as specified)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

45 Dismentaling the existing structure including removing and stacking 450.00 Cum 930.35

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

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

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

47 Providing the Diversion by proper means i.e. In proper grade, 25.00 rmt 996.70

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. Ninety Two Lakh Fourteen Thousand Six Hundred Forty Five Rupees And Ten Paise 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.

5. Credit for dismantalled materials of amount of Rs. 4,54,062.25 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