Four lanning of Bharuch-Shukaltirth-Zanor Road Km. 2/80 to 26/90 (C.C. Road at W.S. 10/500 to 10/725 Zadeshwar Chowkdi to Tavra village) Dist. Bharuch (S.H.) (Deposit work)-2nd Attempt

No. Figures Amount

1 Clearing and grubbing road land including uprooting rank 0.32 Hect. 28393.04

vegetation grass bushes, shrubs, sapling and trees girth up to

mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (B) By mechanical means in area of light

2 Box cutting the road surface to proper slope and camber for 1886.00 Cum 104.20

making a base for road work including removing the excavated

stuff and depositing on the road side as directed within all lead

3 Earthwork for embankment including breaking clods, dressing 1823.00 Cum 169.44

with all lead and lift and including watering rolling and

consolidation of subgrade in layers at O.M.C. to required dry

density including filling the depression which occur during the

process using power roller 8T to 10T. (E) From Borrow area

within all lead and lift.

4 Construction of 150 mm thick compacted granular sub base 1125.70 Cum 1159.01

(Grade-V, Crushed B.T. materials of 53 mm to 26.5 mm @ 35%,

26.5 mm to 4.75mm @ 50%, below 2.36 mm @ 15%) 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 vibratory power roller to achieve desire density, complete

clause as per

5 Construction of 150 mm thick compacted granular sub base (CBR 568.00 Cum 1351.47

Value 30%) (Grade-I, Crushed B.T. materials of 53 mm to

mm @ 50%, 9.5 mm to 2.36 mm @ 20%, below 2.36 mm @

30%) 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 vibratory power roller to achieve desire

density, complete clause as per

6 Providing ad laying approved quality and make Coloured 80mm 945.00 Sq.m. 926.57

thick Paver Block duly approved by Engineer in charge and

having required strength M-40. The blocks to be laid between

kerbs to get edge restrain. Rate include cost of all materials,

labour, transportation, equipments and all taxes etc. include sand

of 35 mm layer with proper watering etc. below blocks as directed.

7 Providing and casting in situ ordinary cement concrete M-200 for 16.20 Cum 4550.96

kerb / kerb block including form work, curing and finishing etc.

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

8 Construction of un-reinforced, dowel jointed at expansion and 1033.00 Cum 6558.94

contraction joint only plain cement concrete pavement, thickness

as per design, over a prepared sub base, with 53 grade cement or

any other type as per Clause 1501.2.2 M-40 (Grade). Coarse and

fine aggregates conforming to IS:383, maximum size of coarse

aggregate not exceeding 25 mm, paved with sensor paver

approved mix design, laid in approved fixed side for work (steel

channel, laying and fixing of 125 micron thick polythene film,

wedged, steel plates including levelling the formwork as per

drawing) spreading the concrete with shovels, rakes, compacted

using needle, screed and plate vibrators and finished in

continuous operation including provision of contraction and

expansion, construction joints, applying depending strips primer,

sealant, dowel bars, at 400mm c/c and at 4.5 mt. interval and

construction joints, admixtures as approved, curing of concrete

slabs for 14 days, (Technical Specification MORTH 1500 Clause

9 Construction of Dry Lean Cement Concrete Sub- base over a 414.00 Cum 2231.09

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, cement content not to be

less than 150 kg/cum, 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 concrete sensor paver or

conventional method, compacting with 8-10 tonnes vibratory

roller, finishing and curing etc. complete.

10 Providing and casting central verge of M-250 as per detail 200.00 Rmt. 910.01

drawing including PCC as directed and casting M-250 kerb as per

drawing and painting black & white patta as directed and making

good the road surface etc. complete. (Highway Section)

11 Plantation of seasonal / decoratives/ tree plant or equivalent type 300.00 No. 121.20

(minimum 2 ft Height) in central verge @ 60 cm c/c including

removing all foreign matter from the central verge, digging pits

upto 30 cms, planting the plant, filling the pits by soil, periodical

watering and manure to the plant as per site condition and

cultivating around the plant as required maintaining the plants for

three year from the completion of work, including periodical

watering for plant livehood, manure, cultivating, replanting of plant

in place of death plant and trimming as required as directed by

engineer in charge.

12 Supplying and fixing ISI reinforced concrete heavy duty non- 35.30 Rmt. 2083.50

pressure pipes for culverts including setting and joining the pipes

in C.M 1:2 watering and laying (to level or slopes) of IS 458 /

Class NP3 casted by vertically vibrated technology of following

internal diameter. (iv) 600 mm dia.

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

13 Cautionary Warning Sign :- Providing and fixing sign boards made 14.00 No. 5077.27

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite

panel) size 90 x 90 x 90 cms. equilateral triangle as per design of

IRC-67-2012. Pre treated with phospheting process & acid

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

best quality epoxy paint reflectorised with Micro Prismatic grade

retro reflective sheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T. Specifications; 3.6mtr long stand post of 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; 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 60 cms. for each leg including excavation, curing etc.

complete under the supervision of engineer in charge. A warranty

for 10 years for the retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for

the product offered shall be submitted by contractor.

(A) Class-C Type-11 Retro Reflective sheeting

14 Village Name Sign :- Providing and fixing sign boards made out of 2.00 No. 6313.51

2mm aluminium sheet / 4mm ACP (Aluminum composite panel)

size 90 x 60 cms. rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy paint;

reflectorised with Micro Prismatic Grade retro reflective sheeting

of Type-11 as per ASTM D- 4956 and latest M.O.S.T.

Specifications; 3.3mtr long stand post of 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm; painted with best quality epoxy

coatings in black and white bends. The details of symbol or

inscription / letters / 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 60 cms. for each leg including

excavation, curing etc.complete under the supervision of engineer

in charge. A warranty for 10 years for the Retro reflective sheeting

from original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro Reflective sheeting

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

15 Direction (Junction) Sign :- Providing and fixing sign boards made 2.00 No. 26572.09

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite

Panel); size 244x122 cms. rectangular as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with Micro Prismatic Grade retro

reflective sheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T. Specifications; 4.0mtr long (2 Nos.) stand post of 75 x

75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 50 x 50 x 5mm; 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 60 cms. for each leg.including excavation, curing

etc.complete under the supervision of engineer in charge. A

warranty for 10 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for

the product offered shall be submitted by contractor.

(A) Class-C Type-11 Retro Reflective sheeting

16 Facility Informatory Sign :-Providing and fixing sign boards made 4.00 No. 5906.48

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite

panel) size 80 x 60 cms rectangular as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best quality

epoxy paint, reflectorised with Micro Prismatic Grade retro

reflective sheeting of Type-11 as per ASTM D- 4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; 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 60 cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A

warranty for 10 years for the retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for

the product offered shall be submitted by contractor.

(A) Class-C Type-11 Retro Reflective sheeting

17 Road Marking with hot thermoplastic paints with reflectorising 189.00 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 @ 250 gms per sqm area, thickness of 2.5 mm is

excluding of surface applied glass beds as per IRC:35-2015. The

finished surface to be level, uniform and free from streaks and

holes. Zebra patta/bump patta lane/Centre line/ edge line/ Cut

patta. The white color 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 section-15 of IRC-2015.

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

18 Supplying and applying rumble strip road marking with hot applied 63.00 Sq.m. 1580.65

thermoplastic paints with reflactorising glass beads on bitumen

surface providing and laying a hot applied thermoplastic

compound 8mm thick including reflactorising glass beads

@250gms per sqm area, thickness of 8mm 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.

19 Providing and fixing guard stone as per I.R.C. type design 260.00 No. 349.11

including white washing etc. complete. (ii) Fixing in C.C. 1:5:10.

20 Regulatory / Mandatory Sign :-Providing and fixing sign boards 3.00 No. 4618.73

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite panel) size 60 cms dia. Circle as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best quality

epoxy paint reflectorised with Micro Prismatic Grade retro

reflective sheeting of Type-11 as per ASTM D- 4956 and latest

M.O.S.T. Specifications; 3.6mtr long stand post of 75 x 75 x 6mm

/ 65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; 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 60 cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A

warranty for 10 years for the retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the

product offered shall be submitted by contractor.

(A) Class-C Type-11 Retro Reflective sheeting

21 Route Marker sign :-Providing and fixing sign boards made out of 1.00 No. 5108.58

1.5mm aluminium sheet / 3mm ACP (Aluminum composite

Panel); size 60x45 cm rectangular plus 30 x 25cm additional plate

as per design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint, reflectorised with Micro

Prismatic Grade retro refLective sheeting of Type-11 as per

ASTM D-4956 and latest M.O.S.T. Specifications; 3.6 mtr long

stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size iron angle of 35x 35 x

3mm; 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 60 cms.

for each leg including excavation, curing etc. complete under the

supervision of engineer in charge. A warranty for 10 years for the

retro reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor.

(A) Class-C Type-11 Retro Reflective sheeting

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

22 Cat Eye/ Road Stud/ RPM: Supplying of Molded Twin Shanks 80.00 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

kgs. tested in accordance to ASTM D4280 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 13 sqcm on each side and the slope

to the base shall be 35+/-5 degree. The Shrength of detachment

of the integrated cylindrical shanks, (of diameter not less than

+/- 2 mm and height not less than 30+/-2 mm) from the body is to

be a minimum value of 500 kgf. 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.

23 Place identification sign :- Providing and fixing sign board made 2.00 No. 14085.46

out of 2mm aluminium sheet / 4mm ACP (Alluminium composite

panel) size 150 x 90cms. rectangle as per the design of IRC-67-

2012. Pre treated with phospheting process & acid etching coated

with one coat of epoxy primer and two coats of best quality epoxy

paint, refloctrorised with high intensity prismatic grade retro

reflective sheeting of Type-11 as per ASTM D-4956 and latest

M.O.R.T.H. specification, 4.0 mt. long (2 Nos.) stand post and

iron angle of 75 x 75 x 6 mm / 65NB circular M.S. pipe required

and frame fabricated from suitable size iron angle of 35 x 35 x

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 warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a certified copy of

3 years outdoor exposure test report

from third party test lab for the product offered

shall be submitted by contractor (A) Class-C

Type-11 Retro reflective sheeting.

24 Chevron Sign:- Providing and fixing sign boards made out of 16.00 No. 4681.35

1.5mm aluminium sheet / 3 mm ACP (Aluminium composite

panel) size 60 x 50 cm as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint;

reflectorised with Micro Prismatic grade retro refletive sheeting of

Type-11 as per ASTM D-4956 and latest M.O.S.T. specifications,

3.3 mtr. long stand post of 75 x 75 x6mm / 65 NB Circular MS

Pipe as required and frame fabricated from suitable size iron

angle of 50 x 50 x 5mm; painted with best quality epoxy coatings

in black and white bends. the deails symbol or inscription /

numerals for each board shall be per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC block of size 45 x

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

under the supervision of engineer in charge. A warranty for

years for the retro reflective sheeing from original manufacturer &

a certified copy of 3 year outdoor exposure test report from third

party test lab for the

product offered shall be submitted by contractor.

(A) Class-C Type-11 Retro Reflective Sheeting.

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

25 Flexible Median Marker : Providing and fixing of Flexible Median 8.00 No. 271.69

Marker that are made of tough, high impact resistant, injection

molded, thermoplastic body with property of flexibility to provide

high durability. The dimension of Flexible Median Marker should

not exceed 18.4 cm in height (including shank height), 12.5 cm in

width, 0.65 cm in thickness and shank depth shall be 3.4 cm. The

body structure shall be rounded at all its corners and edges. The

plastic used for molding the Flexible Median Marker should

survive impact load of 5 kg continuously for 750 times at room

temperature. The logo of the manufacturer shall be embossed on

either side of the body in the injection molding process. The

Median Marker shall have flame like shaped body with,

fluorescent yellow color retro-reflective sheeting of size not less

than 90 cm square, with fully reflective micro prismatic cube

corners as its retro-reflective elements as per IRC 67 2012 and

ASTM D4956-09 type XI specifications reflectivity values.

The retro reflective sheeting shall be one or both sides of the

Flexible Median Marker and shall be edge protected with no

exposed edges which will prevent edge lifting, vandalism,

sheeting damage etc. The flexible Median Marker shall be fixed

by a combination of epoxy adhesive and grouting as

recommended by manufacturer and Engineer in charge.

26 Excavation for foundation up to 1.5 M depth including sorting out 18630.00 Cum. 117.08

and stacking of useful materials and disposing of the excavated

stuff with all lead and lift for all sorts of soil.

27 Excavation for foundation for depth from 1.5 mt. to 3.0 mt. 18630.00 Cum 162.38

including sorting out and stacking of useful materials and

disposing of the excavated stuff with all lead and lift for Dense or

hard soil.

28 Providing and laying cement concrete M-150 mix providing and 2254.00 Cum. 3475.41

necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

29 Supplying and fixing ISI reinforced concrete heavy duty non- 6750.00 Rmt. 6595.90

pressure pipes 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 NP4 casted by

vertically vibrated technology of following internal diameter. (V)

30 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1 cement 450.00 Each 23441.74

: 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 brick

bats 40 + 50mm size) inside plastering 15mm thick with cement

mortar 1:3 (1 cement : 3-coarse sand) finished with a floating coat

of neat cement and making channels in cement concrete 1:2:4

mix (1 cement : 2 coarse sand : 4 stone aggregate 20mm nominal

size) finished smooth complete including curing and fasting (i)

Inside size 900mm x 1200mm and 1.5 mt. deep including C.I.

cover with frame size 560mm diameter total weight of cover and

frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and wt. of

frame 64 Kg.) (A) With 230mm thick walls of brick masonry using

brick having crushing strength not less than 35Kg. / Sq.cm. in

cement mortar 1:5 (1 cement : 5 coarse sand) (3) C type depth

2.25 metre for 150mm diameter sewer.

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

31 Earthwork for embankment including breaking clods, dressing 30512.00 Cum 152.51

with all lead and lift and including watering, rolling and

consolidation of subgrade in layers at O.M.C. to required dry

density including filling the depression which occur during the

process using power roller 8T to 10T. (A) From Borrow pits within

land width.

32 Excavation for foundation in sand, gravel, clay soft soils and 2019.00 Cum 486.77

murrum etc. including shoring, strutting dewatering as necessary

and disposing of the excavated stuff as directed. (A) Depth upto

3.0 M. and lead upto 100m for 10 Cum.

33 Providing and casting in situ controlled cement concrete M-250 649.00 Cum 4375.32

for R.C.C. Raft and cut-off walls including necessary shuttering

laying, vibrating, ramming and curing complete.

34 Providing and casting in situ controlled cement concrete M-250 314.00 Cum 4154.13

mix and providing necessary pin headers including shuttering,

scaffolding, laying vibrating, curing and finishing etc. complete

without grooves (Height from 0.0 to 5.0 mt.}

35 Providing and casting in situ controlled cement concrete M-200 1045.00 Cum. 4049.09

mix and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating and finishing concrete without v-

grooves. (A) 0 to 5 mt. heights.

36 Providing and casting in situ controlled cement concrete M-250 266.00 Cum. 5419.66

for R.C.C. solid slab including centering, scaffolding, curing and

finishing complete.

37 Providing and casting in situ controlled cement concrete M-300 140.00 Cum 4312.70

mix and providing necessary pin headers including shuttering,

scaffolding, laying vibrating, curing and finishing etc. complete

without grooves (A) Height from 0.0 to 5.0 mt.

38 Providing and casting in situ controlled cement concrete M-300 57.00 Cum 4687.41

for average 75 mm thick wearing coat laid as directed including

tempering, vibrating, finishing, curing and filling in joints with

bituminous complete.

39 Providing and laying in position I.S.I. mark T.M.T. Fe-500D bar 136.00 M.T. 73217.53

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawings for the R.C.C. work etc.

40 Providing and laying weep hole in abutment and return by using 735.00 No. 82.57

PVC pipes 100 mm dia. including laying in proper grade and

joining etc. complete as per detailed specification.

41 Providing and laying Fitter Media 600mm thick directed at the 735.00 Sq.m. 1180.34

back of abutments, returns and wing walls as per detailed

specifications.

42 Providing Pre-Moulded Asphalt Filler Joint as per drawings (A) 12 63.00 Sq.m. 702.12

43 Providing parapet of controlled cement concrete M-250 as per 143.00 Rmt. 1590.75

detailed drawings with necessary reinforcement including,

shuttering, laying vibrating and finishing to line and level

complete. (ii) Cast in situ.

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

44 Painting Yellow & Black Patta (three coat) including priming coat 166.00 Sq.m. 122.65

on Concrete Surface with enamel paint, brushing, interior to give

an even shade including cleaning the surface an even shade

including cleaning the surface of all dirt, dust and other foreign

45 Dismenteled existing culvert. 3.00 Job 20200.00

TOTAL Rs.

Rs. Ten Crore Seventy Seven lakhs Seventy One Thousand Three Hundred Twenty Three and Nineteen 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. The Contractor will have to submit the all required mix design at his own cost before execution as

directed and to be approved from the Engineer in charge.

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

City (R & B) Sub Division, Bharuch (R & B) Division, Bharuch (R & B) Division,

Bharuch Bharuch Bharuch