Construction Of New Bituminous Road At Sipu Main Canal Ta. Deesa Dist: B.K.

BILL OF QUANTITIES

Name of Work :- Construction Of New Bituminous Road At Sipu Main Canal Ta.

Deesa Dist: B.K.

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Item Description of Item (with brief specification Quantity Unit Rate In Amount

No and reference to book of specifications) figures

1 Clearing and grubbing road land including uprooting

rank vegetation grass bushes,shrubs,sapling and trees

girth up to 300 mm removal of stumps of trees cut 11.40 Hector 28455.090

earlier and disposal of unserviceable materials

(C) By mechanical means in area of light jungle

2 Box cutting the road surface to proper slope and

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed upto 50Mt.lead.

3 Earthwork for embankment including breaking clods,

dressing with all lead and lift (excluding watering and

consolidation) (A) From Borrow pits within 3.0 Km

4 Rolling & Watering of Earth work in layers with

vibratory roller including filling in depressions which 21541.00 Cu.M. 22.960

occur during the process.

5 Construction of granular sub-base by providing well

graded material, (Metal 25.60 mm to 53 mm 35%, B.T.

Kapachi 25.60 mm to 4.75 mm 45% & Coarse sand

below 2.38 mm 20% }spreading in uniform layers

with motor grader on prepared surface, mixing by mix 12398.00 Cu.M. 1481.900

in place method with rotavator at OMC, and

compacting with smooth wheel roller to achieve the

desired density, complete as per Technical

Specification Clause 401. Grading I

6 Providing and laying W.B.M. of M.C. metal of size

mm to 63 mm 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.

75 mm thick compacted each.

7 Providing and laying, spreading and compacting

mm thick graded stone aggregate to Wet Mix

Macadam (W.M.M.) specification including premixing

the material with water at OMC in mechanical mix

plant carriage of mixed material by tipper to site, 11115.00 Cu.M. 1550.090

laying in uniform layers with mechanical means Paver

Finisher in sub-base /base course on well prepared

surface and compacting with vibratory roller to

achieve the desired density.

8 Providing and laying bituminous grout base course

37.5 mm thick using asphalt Grade VG-30 for tack coat

at the rate of 4.0 Kg. / 10 Sq.Mt. on WBM surface and

2.50 Kg. / 10 Sq.Mt. on BT surface using B.T. stone

aggregates as per required gradation with the asphalt

of VG-30 grade at the rate of 1.99 % i.e. 19.90 Kg. /

M.T. by weight by mix including heating and mixing in

drum mix plant, transporting the mix spreading the

same by paver finisher and consolidation by vibratory

roller including cost of all materials, fuel labours, tools

and plant etc. using contractors own drum mix plant

Item Description of Item (with brief specification Quantity Unit Rate In Amount

No and reference to book of specifications) figures

9 Providing and laying 37.5 mm thick bituminous

macadam with B.T. Aggregates as per M.O.R.T.& H

gradation and Asphalt @ 2.50 Kg / 10 Sq mt for tack

coat on BT surfae, asphalt grade VG-30 {60/70} for

mixing @ 35.00 Kg. / M.T. i.e. 3.5% by total weight

including heating the aggregates and asphalt by

continuous batching of drum mix plant and spreading 5879.00 M.T. 3322.140

the same by paver finisher and consolidation with

vibratory roller 80 to 100 KN static weight including

providing all materials, equipments, tools and plant,

oil, kerosene, firewood, labour charges etc. comp.

using contractor's own machineries, drum mix plant

and paver finisher etc. complete.

10 Providing and laying 20mm thick Mixed seal surfacing

using stone chipping and aggregates as per M.O.R.T.&

H gradation and bitumen grade VG-30 for mixing at

the rate of 51 Kg. / M.T. i.e. 5.1 % by total weight of

mix, including heating & mixing the asphalt and

aggregates by continuous batching of drum mix plant

and spreading the same by paver finisher and 3135.00 M.T. 4019.750

consolidation with vibratory roller and flushing sand

@ 0.30 Cu.M. / 100 Sq.Mt. including providing all

materials equipments, tools and plant, oil, kerosene,

firewood, labour charges etc. comp. using contractor's

own machineries, drum mix and paver finisher etc.

11 Providing and laying asphalt painting on BT surface

with Bitumen grade VG-30 at the rate of 5 kG/10 sqm.

By mechanical sprayer and spreading the stone dust

on prepared surface at the rate of 0.03 Cum/ 10 Sqm.

Etc. complete and rolling with PTR roller and brushing

12 Providing hard side shoulder of 100 mm thick for

embankment using quarry spall with all lead and lift

and including watering and rolling and consolidation

of sub grade in layers at OMC to required dry density

including filling depression which occur during the

process using vibratory roller of 80 KN to 100 KN

(selected quarry spall having CBR value not less than

13 Providing and fixing ordinary Kilometer stone of

approved hard stone as per I.R.C. type design in C.C.

1:4:8 including painting and lettering etc. complete

(For O.D.Road,V.R.)

14 Providing and fixing 5th Kilometer stone of precast

C.C. 1:2:4 including necessary reinforcement as per

I.R.C. type design in C.C. 1:4:8 including 3.00 No. 1935.150

painting,lettering etc. complete (For N.H., S.H. and

15 Providing and fixing hectometer stone as per I.R.C.

type design including painting, lettering etc. complete. 76.00 No. 116.080

(I) Fixing in earth

16 Road Marking with Hot applied thermoplastic paints

with Reflectorising glass beads on Bitumin surface.

Providing & Laying a hot applied Thermoplastic 3800.00 Sq.Mt. 367.720

compound 2.5 mm thick including refflectorising glass

beads @ 250 gms. Sqm. Area thickness of 2.5 mm is

Item Description of Item (with brief specification Quantity Unit Rate In Amount

No and reference to book of specifications) figures

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 / edges/ Cut patta. The white

colour marking should provide leminance coefficient

on cermend road shallbe min. 130 mcd/m2/lux and

Ashphalt road shall be minimum 100 mcd/m2/lux

during the service life during the dry time. The

marking should should meet the performance criteria

for night time / reflectivity, wet reflectivitiy and skid

reasistance as mentioned in the section-15 of IRC 35 -

2015. Warranty for Retro Reflectivity Two Year

17 Cat Eye / Road Stud / RPM: Providing & fixing 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 Ð DO III Dt 11.06.

1997. The height, width and length shall not exceed 20 4222.00 No. 217.400

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 color of the marker

should be as per the IRC 35-2015 and as directed by

Engineer-in- Carge.

Rupees Twelve Crore Thirty Four Lakh Seven Thousand Three Hundred Fifty One Paise Twenty

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

In words In words

(B) For Item Rate Tender (For above INR 50 Cr.):

Item Description of Item Quantity Unit Rate Amount

No (with brief specification

and reference to book of In In

specifications) figures Words

(A) Total Tendered Amount

(B) Rebate on above tendered amount (if any) % (in figure) ………………………………

(C)Net Tendered Amount (A-B) (in figure) ………………………………

1. The Contractor shall exhibit a board with brief 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. NO.:

MIS102010/17/K1 Dated:30/07/2018 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.

Deputy Executive Engineer Sr. Divisional Accounts Officer Executive Engineer

Sipu Canal Sub Div. No 2 Sipu Project Division Sipu Project Division

Dantiwada Palanpur Palanpur