Widening & Strengthening of Main Circle to Governor Hill Station Road Saputara ch 1/450 To 2/240 km Dist. Dang

Bill of Quantity

Memorandum showing items of work to be carried out

Item of work Quantity Unit In Amount

Clearing and grubbing road land including uprooting

trunk vegetation, grass bushes, shrubs, saplings and tree

girth up to 300 mm, removal of stumps of trees cut earlier

1 and disposal of unserviceable materials (C) by 0.14 Hec. 28455.09

mechanical means in area of light jungle

Box cutting the road surface to proper slope & camber for

making a base for road work including compacting at

2 O.M.C. and removing the excavated stuff, and depositing 1302.00 Cum 112.02

on the road side slopes as directed with all lead and lift..

Construction of granular sub-base 200 mm thick by

providing machine crushed B.T. material satisfying

MORT&H specification (Fifth revision) of grading V

including spreading in uniform layer with motor grader

3 on prepared surface, mixing by mix in place method with 453.00 Cum 1365.52

rotavator at OMC and compacting with vibratory roller to

achieve the desired density etc. complete.

Providing and laying wet mix macadam base course

mm thick (Two Layer) using machine crushed B.T. chips

as per required gradation mixing with required optimum

quantity of water, conveying the mix to site of work,

spreading in to grade and camber with mechanical paver

and consolidation each layer with vibratory roller

including cost of material labour plant and equipment

Providing and applying priming coat with Bitumen grade

Emersion SS-1 at the rate of 7.50 kg/ 10 Sq.mt. including

5 cost of asphalt and preparing the surface heating, and 1415.00 Sqm 63.77

applying etc. complete.

Earth work for embankment including breaking clods,

dressing with all lead and lift including watering, rolling

and consolidation of sub grade in layers at O.M.C to

required dry density including filling the depression

which occur during the process using vibratory roller 8 to

10 Tonne (E) From borrow area within 3.0 Km. lead

Item of work Quantity Unit In Amount

Earth work in cutting in all sorts of soil and soft murrum

including conveying and spreading the stuff

7 embankment as and where directed within 200 meter 517.00 Cum 137.33

from the end of cutting with all required lead and lift.

Rolling and watering of earth work in layers with power

8 roller including filling in depression which occur during 910.00 Cum 23.35

Scarifying gravelled macadam or bitumen macadam

surface 6 cm to 10 cm.depth including stacking useful

9 materials on road side and disposing off remaining stuff. 4510.00 Sqm 43.77

Providing and laying 50 mm thick compacted B.M. with

B.T. aggregate as per MORT&H specification using

Emersion RS-1 for Track coat at 2.5 Kg./10Sq.mt. with

mechanical sprayer and bitumen grade VG-30 for mixing

at the rate 34.0Kg/M.T. i.e. 3.4 % of total mix including

heating the aggregate and asphalt by Batch mix plant and

10 spreading the same by Sensor paver finisher and 164.00 M.T. 3012.83

consolidation with vibratory roller including providing

all materials, equipments, tools and plants, oil, kerosene,

fire wood, labour charges etc. complete

Providing and laying 50 mm thick Dense graded

bituminous macadam with tack coat at 2.50 Kg/10 Sq.mt.

of Emulsion RS-I by mechanical sprayer and using stone

chips as per MORT&H gradation and asphalt VG-30

grade @ 4.50% (As per mix design)by total weight of mix

for binder by batch mix hot laid process including

11 transporting the mix and spreading the same by paver 727.00 M.T. 3558.23

finisher and consolidation by vibratory roller including

providing and operating required drum mix plant &

machinery cost of fuel, asphalt, oil, lubricant & labour

charges etc. complete.

Providing and laying 30 mm thick compacted

Bituminuous Concrete stone chips as per MORT&H

gradation & VG-30 grade asphalt for mixing @ 5.50% (As

per mix design) by weight of total mix for binder

including heating the aggregate and asphalt by Batch mix

12 plant and spreading the same by sensor paver finisher 455.00 M.T. 3898.60

and consolidation with vibratory roller including

providing all materials, equipments, tools and plants, oil,

kerosene, fire wood, labour charges etc. complete

Item of work Quantity Unit In Amount

Providing and laying quarry spall of approved quality

including spreading, watering consolidation with

13 vibratory roller including loading and unloading etc. 435.00 Cum 1004.95

Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound

mm thick including reflectorising glass beads @ 250gms

per sqm area, thickness of 2.5mm 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/center line/ edge

line/cut patta. The white color marking should provide

liminance coefficinet on cemend road shalll be min

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.

Cat Eye Road Stud/RPM: Supplying of Molded Twin

Shanks Raised Pavement Markers made of polycarbonate

and ABS moulded body and reflective panels with micro

prismatic 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 Sqem on each side and the

slope to the base shall be 35 +/-5 degree. The strength of

15 detachment of the integrated cylindrical shanks, (of 1202.00 Nos. 326.23

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 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 manufacturers

recommendation and The color of the marker should be

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

Item of work Quantity Unit In Amount

The Solar Powerd Traffic Blinker are Manufactured by

using superior quality raw material & are known for their

uniterupted operation and self generated power. The

whole assembly includes solar panel, frame for solar

panel, traffic signal blinker, wire harness, charge

controller, battery, battery box, signal pole etc.

Type - B, "THRIE" : Metal Beam Crash Barrier (Providing

and erecting a "Thrie" metal beam

crash barrier comprising of 3 mm thick corrugated sheet

metal beam rail, 85 cm above road/ground level, fixed on

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

2 m centre to centre, 2 m high with 1.15 m below ground

level, all steel parts and fitments to be galvanised by hot

17 dip process, all fittings to conform to IS:1367 and IS:1364, 600.00 Rmt 4174.33

metal beam rail to be fixed on the vertical post with a

space of channel section 150 x 75 x 5 mm, 546 mm long

complete as per

Removing of Crash barrier spaced 2 m centre to centre,

1.5 m high, 0.6 m below ground/road level, onform to

IS:1364, metal beam rail to be fixed on the vertical post

18 with a spacer of channel section complete as per clause 240.00 Rmt 378.63

810. (W - Single Beam Crash Barrier for Approch and

Excavation for foundation up to 1.50 mt depth including

sorting out and stacking of useful material and disposing

19 of the excavated stuff up to 50 mt. lead (1) Loose or soft 622.00 Cum 212.52

Providing and filling in foundation with ordinary cement

concrete M100 mix and providing necessary vertical pin

20 headers including formwork, vibrating ramming and 134.00 Cum 3362.25

curing complete

Providing and casting in-situ controlled cement concrete

M200 mix and providing necessary pin headers including

21 shuttering, scaffolding, laying, vibrating and finishing 88.00 Cum 4308.34

without V-grooves ( A ) Height from 0.0 to 5 Mt.

Providing and fixing in position IS mark TMT (Fe-

500/500D) bar for temperature reinforcement for mass

22 concrete pier/abutment returns including cutting 9.50 M.T. 73858.69

bending and tying as required complete

Item of work Quantity Unit In Amount

Excavation for foundation upto 1.5 m. depth including

sorting out and stacking of useful material and disposing

23 off the excavated stuff as directed by Engineer in charge 420.00 Cum 208.63

with all lead and lift in (2) Loose or soft soil murrum etc.

Provading & casting in situ ordinary cement concrete M

150 mix and providing necessary pinheaders including

shuttering scaffolding laying vibrating and finishing

24 without V-Grooves. (A) Heigth from 0.0 m to 5.0m for 757.50 Cum 3938.30

head wall of causeway

Providing and Laying weep hole in abutment and return

by using AC pipe of 100mm dia with laying in proper

25 grade and jointing complete etc as per detailed 200.00 Nos. 91.32

Providing and laying filter media 600 mm thick as

26 directed at the back of abutments and returns and wing 200.00 Sqm 1342.40

walls as per detailed specifications

Rupees One Crore Fifty Four Lakhs Ninety One Thousand Five Hundred Eighty Two and Paise

Twenty Six Only

Item of work Quantity Unit In Amount

I/We am/are willing to carry out the work at ………………………………………………..% above/below

(percent should be written in figures and words) of the estimated rates mentioned above. Amount of

my/our tender works out as under.

*Estimated amount *Estimated amount

Put to tender Rs…15491582.26 Put to tender

Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

*( please strike out whichever is not applicable)

Note 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.

Note 2:-The labour cess will be deducted as per prevailing rules ie. 1% of the work done.

Note 3:-GST and Income tax TDS will be deducted at a source while making payments of bills.

Note 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

Note 5 An amout of Rs. 91535 (Rupees Ninety One Thousand Five Hundred Thirty Five Only ) towards

estimated salvage value of dismantled materials likely to be available from dismantaling the existing

structures and material available from diversion road shall be recovered from the 1st R.A. Boll of this

work irrespective of the quantity actually received on site.

Note 6:-To be continued on additional sheet,if found necessary.

Signature of Bidder Executive Engineer

Dang ( R&B ) Division