Resurfacing of Chitrod Jethasari Road Km 0/000 to 3/000 Ta: Rapar Dis: Bhuj-Kachchh under MMGSY (Resurfacing) Year-2026-27.

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation 0.90 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 564.00 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 755.00 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 451.00 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 310.00 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 Construction of compacted granular sub base ( Grade-I , Crushed 646.00 Cum 928.68

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 90 mm 413.00 Cum 1376.63

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

as filler including spreading, watering & consolidation by vibratory

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

8 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm 619.00 Cum 1244.32

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.

9 Providing and laying compacted of specified murrum in side 470.00 Cum 392.89

shoulder including carriage of material and spreading on prepared

base including compacting as per MOST specification etc.

10 Providing and laying bituminous grout 37.5mm compacted thick 639.00 M.T. 2692.66

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

11 Providing and laying 37.50 mm thick compacted B.M. using stone 703.00 M.T. 3599.64

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.

12 Providing and laying 20mm thick mix seal surfaceasing using B.T. 392.00 M.T. 4468.24

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.

13 Proving and laying cement concrete grade M-20 (1-Cement : 1.5 138.00 Cum 4695.56

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.

14 Providing and fixing in position FE 550D TMT bar reinforcement 2.60 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.

15 Providing and laying in position FE 500D TMT bar reinforcement 2.06 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

16 Providing & Fixing “FLOOD GUAGE POST ” on causeway / Dip 2.00 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.

17 Providing & Fixing “FLOOD WARNING POST ” on causeway / Dip 2.00 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)

18 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 3.00 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.)

19 Providing and fixing Hectometer stone as per I.R.C. type design 9.00 No. 116.08

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

20 Providing and fixing Guard stone as per I.R.C. type design 155.00 No. 103.56

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

21 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

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)

22 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)

23 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).

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

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

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

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

quality epoxy paint reflectorised with retro reflective sheeting as per

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

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

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

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

including excavation curing etc. complete under the supervision of

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

25 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).

26 Road marking with hot applied thermoplastic paints with 705.00 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.

27 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 262.00 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.

28 Cautionary Warning Sign :- Providing and fixing sign board made 16.00 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

29 MMGSY"LOGO"Board: Providing and fixing of MMGSY LOGO No.

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.

29 Excavation for foundation up to 1.50 mt. depth including sorting out 384.00 Cum 215.99

and stacking of useful material and disposing off the excavated

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

30 Providing and filling in foundation with ordinary cement concrete M- 281.00 Cum 3327.08

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

31 Providing and casting in situ ordinary cement concrete M-150 mix 257.00 Cum 3762.06

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.

32 Supplying and fixing ISI reinforced concrete heavy duty non- 67.50 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.

33 White washing with lime on wall surface (two coats) to give an even 216.00 Sq.m. 12.70

shade including thoroughly brooming the surface to removed all

dirt, dust mortar drops and other foreign matter.

34 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate of 5.00 No. 279.69

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

letters etc. complete.

35 Filling available excavated earth (excluding rock) in trenches. 120.00 Cum 136.92

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and

36 Providing & laying weep hole in Aburtments, and returns by using 60.00 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

37 Providing and laying filter media 600 mm thick as directed at the 60.00 Sq.m. 1239.35

back of abutments and returns and wing walls as per detailed

specifications

38 Dismentaling the existing structure including removing and stacking 63.00 Cum 930.35

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

39 Dismentaling the existing structure including removing and stacking 90.00 Cum 409.22

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

40 Providing the Diversion by proper means i.e. In proper grade, 150.00 rmt 872.30

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. One crore twenty six lakh thirteen thousand six hundred forty four rupees and seventy five paisa

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. 38,520.00 must be recovered from 1st R.A. bill of

Contractor's.

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

found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Bhachau Bhuj-Kutch Bhuj-Kutch