Civil Work

No. Figure Amount

1 Clearing and grubbing road land including uprooting rank vegetation 1.02 Hect. 28455.09

grass bushes, shrubs, sapling and trees girth up to 300 mm removal

of stumps of trees cut earlier and disposal of unserviceable materials

(C) By mechanical means in area of light jungle.

2 Earthwork for embankment including breaking clods, dressing with all 410.00 Cum 176.87

lead and lift including watering and consolidation (C) From borrow

area within all lead and lift.

3 Earthwork in cutting in all sorts of soil and soft murrum including 707.00 Cum 130.94

conveying and putting the stuff in spoil bank maintaining minimum

distance of five meter between top edge and cutting and toe of spoil

4 Rolling and watering of earthwork in layers with power roller including 637.00 Cum 22.73

filling in depressions which occur during the process.

5 Providing and laying compacted of specified quarry spall in side 449.00 Cum 1132.38

shoulder including carriage of material and spreading on prepared

base including compacting as per MOST specification etc. complete.

6 Scarifying & removing bitumen macadam surface including completely 19.00 Sq.m. 40.61

removing out the entire existing bituminous surface, stacking useful

materials on road side and disposing off remaining stuff. Complete as

per instruction in charge Engineer.

7 Providing and laying compacted WBM of Grading-II MCBT metal of 15.00 Cum 1994.75

size 53 to 22.4 mm in required layers including using 24% stone

screening 11.2 mm size and 8% stone dust as filler including

spreading, watering & consolidation by vibratory roller etc. as per

MoRTH specification complete as directed by Engineer in charge.

8 Providing and laying evenly tack coat with emulsion bitumen RS-1 at 188.00 Sq.m. 29.69

rate of 4.00 Kg./10 Sq.M. etc. complete as directed with all labour and

materials.

9 Providing and laying tack coat with bitumen emulsion (RS-1) at the 18451.00 Sq.m. 18.69

rate of 2.50 Kg / 10 Sq.M. on the prepared bituminous surface etc.

complete as directed with all labour and materials.

10 Providing & laying Bituminous grout 37.50 mm thick with asphalt of 707.00 M.T. 2989.55

grade of VG-30 at the rate of 1.99% by weight of mix for mixing using

B.T. chips of required gradation including cleaning and heating asphalt

premix materials by hot mix process in proper gradation and laying

with paver finisher and consolidation by roller of 8 to 10 tonnes

including cost of all materials, asphalt, aggregates, labour charges,

royalty charges etc.completed as directed including flushing key

aggregate @ 0.13 Cum/10 Sq.m.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

11 Providing, laying and rolling 25 mm thick open graded premixed 496.00 M.T. 3737.71

bituminous carpet with B.T. aggregate as specified and using bitumen

grade VG-30 for mixing with aggregate at the rate of 3.36% i.e.

kg/M.T. of total mix including heating and mixing in drum mix plant

and spreading the same with paver finisher and consolidation with

power roller including necessary firewood, oil, lubricants, labour

charges etc. using contractor's own drum mix plant and equipment,

tools etc. completed in accordance with the requirement of

specification.

12 Providing and laying seal coat with B.T. aggregate as specified using 255.00 M.T. 4483.87

aggregate at the rate of 0.18 cum/10 Sqmt and bitumen grade VG-30

for mixing with aggregate at the rate of 4.5% i.e. 45.00 Kg/M.T. of total

mix including heating and mixing in drum mix plant and spreading the

same by paver finisher and consolidation with power roller including

necessary fire wood oil, lubricant, labour charges using contractor's

own drum mix plant, machineries and equipment, tools including

flushing & screened stone dust etc. complete in accordance with the

requirement of specification.

13 Providing & casting in situ controlled cement concrete M-250 for 91.88 Cum 5230.79

average 75 mm thick wearing coat laid as directed including tamping,

vibrating, finishing, curing and filling in joints with bitumen complete.

14 Providing I.S.I. mark T.M.T. Fe-500D bar reinforcement for R.C.C. 3445.50 Kg. 77.29

work including bending, binding and placing in position complete upto

floor two level.

15 Providing and fixing Hectometer stone as per I.R.C. type design 25.00 No. 356.50

including painting, lettering etc.complete (ii) Fixing in C.C. 1:5:10.

16 Providing and fixing Guard stone as per I.R.C. type design including 8.00 No. 350.80

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

17 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 5.00 No. 704.33

including necessary reinforcement as per I.R.C. type design in C.C.

1:4:8 including letter and paints etc. complete (For O.D. road V.R.)

18 Cautionary Warning Sign :- Providing and fixing sign boards made out 9.00 No. 3808.66

of 2mm aluminium sheet size 90 x 90 x 90 cms. equilateral triangle as

per 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; 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 blockof 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. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

19 Village name / Bump Ahead sign : Providing and fixing sign boards 4.00 No. 5045.36

made out of 2mm aluminium sheet size 90 x 60cms 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 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 incharge. 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)

20 Providing and fixing Junction board of M.S. plates and angles as per 4.00 No. 5236.70

standard I.R.C. design including fixing in C.C. 1:4:8 with necessary

excavation painting figuring and lettering on board etc. complete.

21 Road marking with hot applied thermo plastic paint with reflectorising 608.00 Sq.m. 367.72

glass bend on bitumen surface. Providing and laying of hot applied

thermo plastic compound 2.5mm thick including reflectorising glass

beads @ 250 gms. per Sqmt. area thickness of 2.5mm is exclusive 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 color line

should provide luminance coefficient on cement road shall be min

mcd/m2/lux and asphalt road shall be min 100 mcd/m2/lux during the

service life curing day time the marking should meet the performance

criteria for night time reflectivity, wet reflectivity and skid resistance as

mentioned in the section of IRC 15:2015. Warranty for retro reflectivity

shall be two years.

22 Citizen's information Board : Providing and fixing of typical information 2.00 No. 22997.70

board as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x

750 mm size fixed at top and bottom duly welded with MS angles of

25 x 25 x 5 mm thick M.S. plate shall be welded by welded bt two

vertical M.S. flats & four horizontal M.S. flat 5 mm thick to 75 mm x

mm of 12 SWG square tubes posts duly embedded in cement

concrete M-15 grade block of 600 mm x 600 mm x 75 mm, below

ground level. Painting New letters & figure of any shade with ready

mixed synthetic enamel paint of superior quality in required shade and

colour, All sections of framed posts and steel tube will be painted with

primer and two coats of epoxy paints as per drawings clause

and Annexure 17001 (10.16)

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

23 Regulatory / Mandatory signs : Providing and fixing sign boards made 2.00 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

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).

24 STOP SIGN :- Providing and fixing sign boards made out of 2mm 3.00 No. 4676.06

aluminium sheet size 90 x 90cms. 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; 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).

25 Chevron Board :- Providing and fixing sign boards made out of 2mm 6.00 No. 3711.75

alluminium sheet / 4mm ACP (Alluminium composite panel) size 60 x

50 cm 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

high intensity prismatic grade retro reflective sheeting of Type-4 as per

ASTM D 4956 and latest M.O.S.T. Specifications; 3.3mt. long stand

post of iron angle 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 / 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 warranty for 7 years for the retro reflective sheeting from

original manufacture & a certified copy of 3 year outdoor exposure test result fro third party

test lab for the product offered shall be submitted by contractor

(A) Class-B Type 4 Retro reflective sheeting

26 Supply & fixing logo board of MMGSY diamond size (600mm x 2.00 No. 3934.96

600mm) 16 Gauge & board plate size (900mm x 250mm) 16 Gauge

thick M.S plate and 2.40 mt. deep length single angle 75 x 75 x 6 mm

size including fitting and painting lettering with luminous color as per

drawing etc. complete.

TOTAL Rs.

i.e. Rs. Seventy Three lacs Sixty Seven thousand Two hundred Thirty One and Fifty One 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.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

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,

Vadodara Vadodara Vadodara