Resurfacing of Patri Facharia Road - Km. 0/0 to 6/50 Ta. Mundra Dist. Bhuj-Kachchh under MMGSY (Resurfacing) Year-2025-26

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 2.60 Hect. 28455.09

vegetation 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 1560.00 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.

3 Rolling and watering of earthwork in layers with power roller 9427.00 Cum 22.96

including filling in depressions which occur during the process.

4 Box cutting the road surface to proper slope and camber for 10225.00 Cum 109.24

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto 50m

5 Construction of compacted granular sub base ( Grade-I , Crushed 6507.00 Cum 909.14

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

6 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 1.00 Cum 1234.22

mm 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 1300.00 Cum 393.90

shoulder including carriage of material and spreading on prepared

base including compacting as per MOST specification etc.

8 Construction of dry lean cement concrete Sub- base over a 2645.00 Cum 2907.79

prepared sub-grade with coarse and fine aggregate conforming to

IS: 383, the size of 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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

9 Construction of un-reinforced,dowel jointed,plain cement concrete 7051.00 Cum 5843.86

pavement over a prepared sub base with concrete grade

M300,coarse 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.

10 Proving and laying cement concrete grade M-20 (1-Cement : 1.5 76.00 Cum 4107.67

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.

11 Providing and fixing in position FE 500D TMT bar reinforcement 2.40 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 3.15 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 7.00 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

16 Providing and fixing Hectometer stone as per I.R.C. type design 26.00 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 255.00 No. 103.56

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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

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 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

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 72.00 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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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).

23 Road marking with hot applied thermoplastic paints with 1950.00 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 723.00 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 +/-

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

25 Cautionary Warning Sign :- Providing and fixing sign board made 12.00 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

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 450.00 Cum 220.81

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- 269.00 Cum 3238.23

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

28 Providing and casting in situ ordinary cement concrete M-150 mix 458.00 Cum 3828.92

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- 75.00 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 205.00 Sq.m. 12.70

even 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 5.00 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 76.00 Cum 930.35

stacking the dismentelled materials as and where directed. (A)

R.C.C. work.

33 Dismentaling the existing structure including removing and 90.00 Cum 409.22

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

Rubble masonary.

34 Filling available excavated earth (excluding rock) in trenches, 180.00 Cum 136.92

plinth, sides of foundation etc. in layer not exceeding 20 cm in

depth consolidating each deposited layer by ramming and watering

etc. complete.

35 Providing & laying weep hole in abutments and returns by using 230.00 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 230.00 Sq.m. 1239.35

back of abutments and returns and wing walls as per detailed

specifications.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

37 Providing the Diversion by proper means i.e. In proper grade, 125.00 rmt 864.00

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. Six Crore Twenty Six lacs Tewnty Two Thousand Seven hundred Fifty Five and ten 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.

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,

Mundra Bhuj-Kutch Bhuj-Kutch