Civil Work

No. Figure Amount

1 Clearing and grubbing road land including uprooting rank vegetation 0.88 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 1172.00 Cum 176.87

all 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 518.00 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 467.00 Cum 22.73

including filling in depressions which occur during the process.

5 Providing and laying compacted of specified quarry spall in side 329.00 Cum 662.14

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 859.00 Sq.m. 40.61

completely 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 433.00 Cum 1345.88

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 5080.00 Sq.m. 29.49

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 10516.00 Sq.m. 18.58

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 341.00 M.T. 2642.16

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 227.00 M.T. 3437.03

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. 33.60 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 117.00 M.T. 4168.27

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 & laying 50 mm compacted thick Bituminous Macadam 445.00 M.T. 3421.88

with B.T. aggregate as per MORT & H specification & bitumen grade

VG-30 for mixing @ 34 Kg. / M.T. i.e. 3.4% of total weight of mix

including heating & mixing the aggregate & asphalt in continuous

batching mix plant and spreading the same by paver finisher &

consolidation with vibratory roller including providing all materials

equipments, tools & plants, fire wood, oil, kerosene, labour charges

etc. complete using contractor's own machinery drum mix plant &

paver finisher etc. complete.

14 Providing & laying 20 mm thick mix seal surface using B.T. stone 178.00 M.T. 4590.45

chips as per MORT&H gradation Type - A and Specification with

bitumen grade VG-30 for mixing at the rate of 51.00 kg/M.T. of total

weight of mix (i.e. 5.10% of total wt. of mix) and mixing aggregate

and asphalt by drum mix plant and spreading the same by paver

finisher including rolling and consolidation with static roller and

providing tools and plant fire wood, oil, kerosene, labour charges

using contractor own machineries etc. complete.

15 Providing and laying Asphalt painting on B.T. surface with bitumen 3856.00 Sq.m. 39.39

VG-30 at rate of 5 Kg/10 Sq.m and spreading stone dust on painting

surface at the rate of 0.03cum/ 10 Sq.m with rolling PTR roller.

16 Providing and filling in foundation with ordinary cement concrete M- 30.13 Cum 3306.84

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

17 Providing & casting in situ ordinary cement concrete M-250 mix with 75.00 Cum 5128.78

Trimix C.C Road laid as directed including temping, vibrating,

finishing, curing and filling in joints with bitumen etc. as per Engineer

in charge.

18 Providing I.S.I. mark T.M.T. Fe-500D bar reinforcement for R.C.C. 2139.50 Kg. 77.29

work including bending, binding and placing in position complete

upto floor two level.

19 Providing and fixing Hectometer stone as per I.R.C. type design 18.00 No. 356.50

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

20 Providing and fixing Guard stone as per I.R.C. type design including 15.00 No. 350.80

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

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

21 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 2.00 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.)

22 Cautionary Warning Sign :- Providing and fixing sign boards made 7.00 No. 3808.66

out 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)

23 Village name / Bump Ahead sign : Providing and fixing sign boards 3.00 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)

24 Providing and fixing Junction board of M.S. plates and angles as per 2.00 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.

25 Road marking with hot applied thermo plastic paint with reflectorising 480.00 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 130 mcd/m2/lux and asphalt road shall be min

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.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

26 Cat Eye / Road Stud / RPM : Supplying of Raised Pavement 72.00 No. 217.40

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 body of the marker should

having finger grip for easy and accurate placement and application

with epoxy / bituminous adhesive as recommended by the

manufacturer of the marker. The colour of the marker should be as

per the IRC-35--2015 and as directed by Engineer in charge.

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

information 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 75 mm of 12 SWG square tubes posts duly

embedded in cement concrete M-15 grade block of 600 mm x

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 1701 and Annexure 17001 (10.16)

28 Hazard Marker sign : Providing and fixing sign boards made out of 10.00 No. 2423.74

2mm aluminium sheet size 90 x 30cms. rectangle as per the

design/drawing attached (IRC) 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 &

x 50 x 5mm painted with best quality epoxy coatings 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)

29 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 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. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

30 STOP SIGN :- Providing and fixing sign boards made out of 2mm 4.00 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).

31 Chevron Board :- Providing and fixing sign boards made out of 2mm 12.00 No. 3711.75

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

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

32 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

mm size including fitting and painting lettering with luminous color as

per drawing etc. complete.

33 Excavation for foundation upto 1.5 m depth including sorting out and 14.00 Cum 247.85

stacking of useful materials and disposing off the excavated stuff

upto all lead and lift for all sorts of soil.

34 Providing and casting in situ ordinary cement concrete M-150 mix 19.00 Cum 3885.47

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating and finishing concrete without v-grooves

35 Providing and laying Fitter Media 600mm thick directed at the back 10.00 Sq.m. 1209.85

of abutments, returns and wing walls as per detailed specifications.

36 Providing & laying weep hole in abutments and returns by using A.C. 10.00 No. 84.63

pipe of 100mm including laying in proper grade and jointing the

completed as per detailed specification.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

37 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a 5.00 Rmt. 3354.21

"W" metal beam crash barrier comprising of 3 mm thick corrugated

sheet metal beam rail, 70 cm above road/ground level, fixed on

ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m

centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel

parts and fitments to be galvanised by hot dip process, all fittings to

conform to IS:1367 and IS:1364, metal beam rail to be fixed on the

vertical post with a spacer of channel section 150 x 75 x 5 mm,

mm long complete as per clause 811)

TOTAL Rs.

i.e. Rs. Seventy Three lacs Fourteen thousand Four hundred Sixty Seven and Ninety Nine 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,

Savli Vadodara Vadodara