C.D. Work

Name of Work :- S.R to Chatral Khanpur Kayavarohan Road Km.0/0 to 6/6 (Repairs to C.D Works)

BILL OF QUANTITY

Memorandum showing item of works to be carried out.

It. Item of Work Qty est. Unit Estimated Unit Total

No. more or Rates Amount

1 Demollition of brick work and stone masonry in 68.00 Cum 365.24 Cum

cement mortar including stacking of serviceable

materials and disposal of uncerviceable

materials with all lead and lift.

2 Excavation for foundation in sand, Gravel, clay, 490.00 Cum 491.19 Cum

soft soils and murrum etc. complete (A) Depth

3 Providing and laying cement concrete 1:4:8 (1- 11.00 Cum 2747.21 Cum

Cement : 4- coarse sand : 8- hand broken stone

aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth (more than 10 ton)

4 Providing and casting in situ with ordinary 156.00 Cum 4254.93 Cum

cement concrete M-200 mix and providing

necessary vertical pin headers including

formwork, vibrating, ramming and curing etc.

complete withoput V-grooves as directed for all

5 Supplying & fixing reiforced concrete heavy duty 50.00 Rmt. 3469.26 Rmt.

non pressure pipes with collars for culverts

including seating and jointing the pipes in cm 1:2

watering and laying (To level of slope) of

I.S.class NP-3 of 900mm internal diameter

6 Hire charges of Hydraulic excavator (JCB 30.00 Hour 718.98 Hour

machine) including cost of oil, fuel,

transportation and wages of operator etc.

complete as directed.

7 Earth work for embankment including breaking 450.00 Cum 236.07 Cum

clods, dressing with all lead and lift (excluding

watering and consolidation) (E) From Borrow

area within 3.00 km lead.

8 Filling around the pipes with murrum including 118.80 Cum 86.43 Cum

dressing, tampering etc. complete.

9 Providing and laying 250 mm thick wet mix 50.00 Cum 1811.74 Cum

macadum (W.M.M.) using machine crushed

black trap aggregate of 40 to 50 mm size in the

material with water OMC in mechanically mix

(pug mill) carriage of mix matenal by contractors

own tipper to site of work including laying.

spreading and compacting in sub base, base

course on well prepared under base of

compacting as per MOST specification to

achieve the desired density (Mechanically Laid)

It. Item of Work Qty est. Unit Estimated Unit Total

No. more or Rates Amount

10 Providing and laying 50mm thick Bituminous 42.35 M.T. 2893.65 M.T.

Macadam with B.T. aggregate as per M.O.R.T. & H.

specification and using bitumen emulsion RS-1 as

per IS 8887 : for tack coat @ 2.50 Kg / 10 Sq.mt. with

mechanical sprayer and Bulk asphalt VG-30 for

mixing @ 34.00 Kg / M.T. i.e. 3.40 % of total weight of

mix including heating and mixing the aggregate and

asphalt in continuous of drum mix plant and hot laid

process spreading the same by paver finisher and

consolidation with roller as per M.O.R.T. & H.

specification to achieve desire density, including

providing all materials equipments, tools and plants,

fire wood, oil, kerosene, labour charges etc. complete

using contractor's own machinery, drum mix plant

and paver finisher etc. complete.

11 Providing and laying 25 mm thick Semi Dense 21.18 M.T. 3419.86 M.T.

Bituminous Concrete (SDBC) with B.T. aggregate as

per MORT&H gradation using bulk bitumen Grade

VG-30 for mixing @ 50.00 KG / M.T. i.e., 5.0 % by

weight of total mix, including heating and mixing the

aggregates and bitumen in drum mix plant and hot

laid process laying with paver finisher and

consolidation with roller as per MORT&H specification

to achieve desire density, including cost of all

materials, equipments, tools, and plants, fire wood,

oil, kerosene, labour charges etc. complete using

contractor's own machineries drum mix plant and

paver finisher etc. complete.

It. Item of Work Qty est. Unit Estimated Unit Total

No. more or Rates Amount

12 Hazard Marker Sign :-Providing and fixing sign 10.00 No. 3518.69 No.

boards made out of 2.0 mm aluminium sheet / 4 mm

ACP (Aluminum composite Panel); size 90x30 cms.

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 refiective sheeting of

Type-4 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 1.8mtr 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 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 warranty for

years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting

Rs. Fifteen lakhs Ninety One Thousand, Seven Hundred Ninty Two and Twenty Paisa only.

I/We am/are willing to carry out the work @ _____________ % ______________ percent

(should be within in figures and words) below/ above, the estimated rates mentioned above, amount of

my/our tender workd out as under :

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.

It. Item of Work Qty est. Unit Estimated Unit Total

No. more or Rates Amount

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.

5 The contractor will have to submit the mix design for different grades of cement concrete and asphalt

at his own cost before execution as directed and to be approved from the engineer in charge.

Signature of Contractor Deputy Executive Engineer

Dabhoi (R&B) Sub Division