Resurfacing & Strenghting of Chobari Ganshyamnagar Krishnanagar Road - Km. 0/0 to 6/10 Ta. Bhachau Dist. Bhuj-Kachchh under MMGSY (Resurfacing) Year-2024-25.(3RD ATTEMPT)

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation 2.40 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 1464.00 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 Rolling and watering of earthwork in layers with power roller 2338.00 Cum 22.96

including filling in depressions which occur during the process.

4 Box cutting the road surface to proper slope and camber for making 1627.00 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.

5 Construction of compacted granular sub base ( Grade-I , Crushed B 2005.00 Cum 1169.84

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 mm 225.00 Cum 1529.14

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 1220.00 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 822.00 M.T. 2399.76

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 904.00 M.T. 3088.58

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. 504.00 M.T. 3854.16

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 Proving and laying cement concrete grade M-20 (1-Cement : 1.5 1857.00 Cum 5294.42

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.

12 Providing and fixing in position FE 500D TMT bar reinforcement 38.70 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.

13 Providing and laying in position FE 500D TMT bar reinforcement 2.37 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

14 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 V.R.)

15 Providing and fixing Hectometer stone as per I.R.C. type design 24.00 No. 116.08

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

16 Providing and fixing Guard stone as per I.R.C. type design including 191.00 No. 103.56

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

17 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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

18 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)

19 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).

20 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).

21 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

22 Road marking with hot applied thermoplastic paints with 1830.00 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.

23 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 678.00 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.

24 Cautionary Warning Sign :- Providing and fixing sign board made 28.00 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).

25 Excavation for foundation up to 1.50 mt. depth including sorting out 294.00 Cum 243.76

and stacking of useful material and disposing off the excavated stuff

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

26 Providing and filling in foundation with ordinary cement concrete M- 523.00 Cum 3327.08

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

27 Providing and casting in situ ordinary cement concrete M-150 mix 362.00 Cum 3884.35

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

28 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.

29 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.

30 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.

31 Dismentaling the existing structure including removing and stacking 1275.00 Cum 930.35

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

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

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

33 Filling available excavated earth (excluding rock) in trenches, plinth, 240.00 Cum 136.92

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

consolidating each deposited layer by ramming and watering etc.

34 Providing & laying weep hole in abutments and returns by using 270.00 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.

35 Providing and laying filter media 600 mm thick as directed at the 270.00 Sq.m. 1239.35

back of abutments and returns and wing walls as per detailed

specifications.

36 Providing the Diversion by proper means i.e. In proper grade, 25.00 rmt 1127.33

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. Sixty Four lacs Nine hundred Eighty Four and Ninety Eight 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

5. Credit for dismantalled materials of amount of Rs. 1583223.28 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