Construction of Chhadvada Navagam to Adi Jagia Missing Link Road Km 3/950 to 4/55 Ta. Bhachau Dist. Bhuj-Kachchh under MMGSY (Normal) Year-2024-25.(12th attempt)

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation 0.20 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 433.63 Cum 37.93

stacking or utilizing the cutting stuff in spoil bank as directed upto

meters from the end of cutting with all lead and lift. (A) Soft soil.

3 Earth work for embankment including breaking clods, dressing with all 255.00 Cum 180.87

lead and lift (Including watering and consolidation) (C) from borrow

area within all lead and lift (with minimum 6% CBR)

4 Rolling and watering of earthwork in layers with power roller including 434.00 Cum 22.96

filling in depressions which occur during the process.

5 Providing and laying 150mm thick Granular sub base by providing 540.00 Cum 1228.36

coarse graded material grading-II using B.T.M.C. metal crushed stone

aggregate 26.5mm to 4.75mm @ 75% and below 2.36mm @ 25%

having C.B.R. not less than 25% as per table 400-2 of MORTH

gradation including levelling the material at site of work, mixing and

spreading into grade and camber watering and consolidation at OMC

with vibratory roller including cost of material, labour etc. complete.

6 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm 365.00 Cum 1725.08

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

filler including spreading, watering & consolidation by vibratory roller

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

7 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm 351.00 Cum 1561.46

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. 2 layers of 75mm thick compacted.

8 Providing and laying compacted of specified murrum in side shoulder 60.00 Cum 392.89

including carriage of material and spreading on prepared base

including compacting as per MOST specification etc. complete.

9 Providing and laying bituminous grout 37.5mm compacted thick using 184.00 M.T. 2325.02

B.T. stone aggregates as per required gradation with the asphalt VG-

30 grade for tack coat 2.50 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

10 Providing and laying 37.50 mm thick compacted B.M. using stone 203.00 M.T. 2970.41

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.

11 Providing and laying bituminous seal coat with stone chips 6 to 10 mm 67.00 M.T. 3212.81

size 0.18 Cmt/10 smt i.e. using 0.66 cmt aggregate per M.T mix using

asphalt VG-30 @ of 4.50% of mix including heating the asphalt and

aggregate by continuous batching drum mix plant and paver finisher

and consolidating by vibratory roller including providing equipment,

tools, plant, firewood, oil, kerosene, labour charges etc. using the

contractors own machinery and plant.

12 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 1.00 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 2.00 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 including 25.00 No. 103.56

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)

16 Regulatory / Mandatory signs : Providing and fixing sign boards made 1.00 No. 3439.81

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)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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 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 STOP SIGN :- Providing and fixing sing boards made out of 2mm 1.00 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).

19 Road marking with hot applied thermoplastic paints with reflectorising 180.00 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 130 mcd/m2/lux and Asphalt road shall be min

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.

20 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 67.00 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

21 Cautionary Warning Sign :- Providing and fixing sign board made out 4.00 No. 3808.66

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).

TOTAL Rs.

i.e. Rs. Thirty Three lacs Twenty Eight thousand Seven hundred Fourty and Eighteen 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.

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