Resurfacing of Tera Jain Derasar Road Ch.0/00 to 1/500 Ta. Abdasa Dist. Bhuj-Kachh under MMGSY (Resurfacing) Year-2026-27.

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation grass 0.60 Hect. 28455.09

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

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

3 Rolling and watering of earthwork in layers with power roller including 288.00 Cum 22.96

filling in depressions which occur during the process.

4 Box cutting the road surface to proper slope and camber for making a base 422.00 Cum 109.24

for road work including removing the excavated stuff and depositing on

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

5 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm size 563.00 Cum 1299.87

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.

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

including carriage of material and spreading on prepared base including

compacting as per MOST specification etc. complete.

7 Providing and laying bituminous grout 37.5mm compacted thick using 482.00 M.T. 2831.03

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.

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.

8 Providing and laying 37.50 mm thick compacted B.M. using stone chips 531.00 M.T. 3778.41

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

9 Providing and laying 20mm thick mix seal surfaceasing using B.T. chips 296.00 M.T. 4705.59

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.

10 Providing and laying in position FE 500D TMT bar reinforcement 0.50 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

11 Providing and laying in position FE 550D TMT bar reinforcement 1.56 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 including 6.00 No. 116.08

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

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

washing etc. complete (i) Fixing in earth.

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

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

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

under the supervision of engineer in charge. (A) Engineer Grade (VR)

16 Regulatory / Mandatory signs : Providing and fixing sign boards made out 2.00 No. 3439.81

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)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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

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).

18 Hazard Marker Sign :- Providing and fixing sign board made out of 2mm 16.00 No. 2423.74

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).

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).

20 Road marking with hot applied thermoplastic paints with reflectorising 450.00 Sq.m. 367.72

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

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

21 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks Raised 167.00 No. 326.23

Pavement Markers made of polycarbonate and ABS moulded body and

reflective panels with micro prismatic lens (No Glass bead lens) capable of

providing total internal reflection of the light entering the lens face and

shall support a load of 13635 kgs. tested in accordance to ASTM D

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.

22 Cautionary Warning Sign :- Providing and fixing sign board made out of 2.00 No. 3808.66

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 and 422.00 Cum 240.56

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

meter lead. (B) Dence or hard soil.

25 Providing and filling in foundation with ordinary cement concrete M-100 141.00 Cum 3327.08

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 and 504.00 Cum 3876.15

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-pressure 30.00 Meter 5560.01

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)

28 White washing with lime on wall surface (two coats) to give an even shade 77.00 Sq.m. 12.70

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 marble 1.00 No. 279.69

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

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

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

31 Filling available excavated earth (excluding rock) in trenches, plinth, sides 320.00 Cum 136.92

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

each deposited layer by ramming and watering etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

32 Providing & laying weep hole in abutments and returns by using P.V.C. 10 360.00 No. 186.08

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

jointing the completed as per detailed specification.

33 Providing and laying filter media 600 mm thick as directed at the back of 360.00 Sq.m. 1239.35

abutments and returns and wing walls as per detailed specifications.

34 Providing the Diversion by proper means i.e. In proper grade, camber and 25.00 rmt 922.06

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 Four Lakh Seventy Seven Thousand Sixty Three Rupees And Forty One 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. 17756.05 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

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Abdasa Bhuj-Kutch Bhuj-Kutch