M & R to Various Road Under R & B Sub Division,Harij (Sami Section) (1)Mandvi - Ranavada road Km.0/0 to 4/250 (2) Sami - Nanichandur - Kuvar Road Km.0/0 to 25/440 (3)Baspa - Bhadrada - Ved road Km.0/0 to 20/600 (4) Matrota - Zilwana road Km.0/0 to 5/920 (5) Dadkha - Godhana - Babari road Km.0/0 to 7/07 (6) Shankheswar - Bechraji Road (7) Lolada - Jesda - Loteshwar Road ( Pro.Metal Patch Work, Asphalt Patch Work & Other Misc. Work )

NAME OF WORK :- M & R to Various Road Under R & B Sub Division,Harij (Sami Section) (1)Mandvi - Ranavada

road Km.0/0 to 4/250 (2) Sami - Nanichandur - Kuvar Road Km.0/0 to 25/440 (3)Baspa - Bhadrada - Ved road

Km.0/0 to 20/600 (4) Matrota - Zilwana road Km.0/0 to 5/920 (5) Dadkha - Godhana - Babari road Km.0/0 to 7/07

(6) Shankheswar - Bechraji Road (7) Lolada - Jesda - Loteshwar Road ( Pro.Metal Patch Work, Asphalt Patch

Work & Other Misc. Work )

BILL OF QUANTITY

Quantities Estimate Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

1 960.00 Box cutting the road surface to proper slope and 114.44 Rupees One Cmt

chamber for making a base for road work Hundred

including removing the excavated stuff and Fourteen And

depositing on the road side slope as deirected up Paise Forty Four

2 480.00 Construction of 150 mm thick compacted 2490.66 Rupees Two Cmt

granular sub base ( Grade-I , Crushed B T Thousand Four

coarse graded materials of 53 mm to 26.5 mm Hundred Ninety

@ 35 %, 26.5 mm to 4.75 mm @ 45 %, Below And Paise Sixty

2.36 mm @ 20 % ) by providing coarse graded Six Only

matrial , mixing in a at site with OMC , spreading

uniform layers with motor grader on prepared

surface and compacting with vibratory power

roller to achieve desire density , complete clause

3 480.00 Providing and laying Spreading and compacting 2751.24 Rupees Two Cmt

graded stone aggregate to wet mix macadam 100 Thousand Seven

to 150 mm thick as per MORT&H specification Hundred Fifty

incl. premixing the material with water to O.M.C. One And Paise

in mechanical mix plant. Carriage of mixed Twenty Four Only

material by tipper to site, laying in uniform layers

with mechanical grader in sub base, base course

on well prepared surface and compacting with

vibratory roller to achieves the desired density.

4 4100.00 Providing and laying 37.50mm thick built up spray 322.19 Rupees Three Smt

grout in one layer bitumen at the rate 2.50 Kg per Hundred Twenty

10 Sqm. for tack coat at 15 kg/10sqm.For Two And Paise

spreading over aggregate with 0.50 Cum. Of Nineteen Only

stone chippings per 10 sqm. Of road surface for

1st layer and using 0.13 Cum. of key aggregate

per 10 Sqm. including rolling and consolidation

5 235.00 Engaging earth excavator for maintaing side 877.15 Rupees Eight Hrs

shoulders, Removing fallen trees,obstracting Hundred Seventy

Ganda Baval, or branches of trees on road, Seven And Paise

maintaining borrow pit,spreading Fifteen Only

metal,Rubble,quarry spall, cleaning of open area

of building and other misc. works which can be

done by earth excavator including diesel,

drivers,lubricant etc complete as per direction and

instruction of Engineer incharge.

Quantities Estimate Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

6 60.00 Providing and supplying of Labour for maintaining 510.05 Rupees Five No

road and building campus as per requirement. Hundred Ten And

Paise Five Only

7 50.00 Engaging tractor with trolly or front pavada as 209.71 Rupees Two Hrs

regd. Incluidng loading and unloading Hundred Nine

transporting & spreding the materials up to 15 km And Paise

lead with necessary laboursdrivers, including cost Seventy One

of fuel etc complete as directed. Only

8 300.00 Providing & laying 50 mm thick compacted 6355.93 Rupees Six MT

D.B.M. with B.T. stone aggregates as per Thousand Three

MoRT&H gradation & specification with asphalt Hundred Fifty

VG-30 for tack coat at the rate of 2.5 kg./ 10 Five And Paise

sq.mt. with mechanical sprayer and bitumen Ninety Three

grade ( VG - 30) for mixing at the rate of

kg./M.T. by weight of total mix i.e.( 4.5% by weight

of total mix ) including heating the asphalt &

agreegates by contineous Drum mix plant &

spreading the same by paver finisher including

rolling & consolidation with 10-12 tones vibratory

and power roller & providing all

materials,equipments,tools & plants,fire

wood,oil,kerosene,labour charges etc.and using

contractors own machinaries Drum mix plant &

paver finisher etc.comp.

9 300.00 Providing & laying 20 mm thick M.S.S. with B.T. 7270.99 Rupees Seven MT

aggregate (as per M.O.R.T.&H. gradation) & Thousand Two

bitumen grade VG-30 for mixing at the rate of Hundred Seventy

5.09 % (i.e. 50.90 Kg./M.T.) by wt. Of total mix & And Paise Ninety

tack coat at the rate of 2.5 kg./ 10 Sqm. with Nine Only

michenical sprayer including heating & mixing in

drum mix plant & transporting mix material &

spreading the same & consolidation with vibratory

roller of 8 tone to 12 tone & flushing sand or stone

dust at the rate of 0.03 Cum./10 Sqm. including

cost of fuel, hire charges, wood, kerosene, labour

charges etc. & with contractor's own machinery &

plant etc. complete.

Quantities Estimate Rate

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

10 600.00 Earthwork for embankment including breaking 186.39 Rupees One Cmt

clods, dressing with all lead and lift and including Hundred Eighty

watering rolling and consolidation of subgrade in Six And Paise

layers at O.M.C. to required dry density including Thirty Nine Only

filling the depression which occur during the

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

Borrow area within 3.0KM. lead

I / We am / are willing to carry out the work at …………….% below / above ( Should be written in figure and words ) of

the tender rates mentined above Amount of my / our tender works out as under.

Tender amount Rs…………………. Tender amount Rs………………….

Add…….% above Rs…………………. Less…….% below Rs………………….

Net in words Rs……………….... Net in words Rs………………....

Signature of Contractor

Deputy Executive Engineer

R & B Sub Division