Construction of Necessary Approach Road for Access to Hadamatiya Minor Irrigation Scheme & Reservoir Capacity Enhancement of Hadamatiya M.I. Scheme At.- Deri Ta.-Dantiwada, Dist.-B.K

BILL OF QUANTITIES

Name of Work :- Construction of Necessary Approach Road for Access to

Hadamatiya Minor Irrigation Scheme & Reservoir Capacity

Enhancement of Hadamatiya M.I. Scheme At.- Deri Ta.-Dantiwada,

(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 Jungle clearance of specified category and

bushes for canal/dam work as directed with

disposing materials etc.complete.(Excluding

tree of girth above 0.5 Mt.)(b)Medium Dence

2 Excavation For Depening of pond/

Checkdam including transporting and

spreading the excavated material for raising

of embankment in uniform layer or as 64800.00 Cu.M. 71.000

directed including dressing breaking clods

etc for Lead up to 1 km and all lift without

rolling and watering etc. complete.

3 Box cutting the road surface to proper slope

and camber for making a base of road work

including removing the excavated stuff and 1005.00 Cu.M. 109.080

depositing on the road side slops as directed

upto 50 mts. Lead.

4 Earthwork for embankment including

breaking clods, dressing with all lead and lift

(excluding watering and consolidation)(D)

From Borrow area within 2.0 Km. lead

5 Rolling of Earth work in layers with

vibratory roller including filling in

depressions which occur during the process 363.00 Cu.M. 22.960

and Watering of earth work as directed.

6 Providing laying spreading and compacting

150 mm thick granular sub base (G.S.B.) with

specified material MC BT Metal of size 53 to

26.5mm 35%, 26.5mm to 4.75mm 45% and

below 2.36mm stone dust 20% mix (Grade-

I) having C.B.R. not less than 30 incl. mixing

the material at OMC at site and spreading in

uniform layer base and compacting with

power roller to achieve the desired density

incl. all materials, labour and machinery,

lighting guarding, bracketing and

maintenance of diversion etc. complete as

per MORT&H clause 401.12.50

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

No and reference to book of specifications) figures

7 Provdining and laying W.B.M of B.T.M.C

metal of size 45 mm to 63 mm sizeincluding

0.12 Cu.M. Stone Screeing & 0.08 Cu.M. stone

dust as filler including spreading, watering & 335.00 Cu.M. 2133.800

consolidation by vibratory roller 80KN to

100KN static weight. 75 mm thick

compected each of two layer.

8 Providing and laying, spreading and

compacting 150 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 335.00 Cu.M. 1938.070

tipper to site, 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.

9 Providing & applying evenly priming coat

with bitumen Emulsion (SS1) on prepared

surface of granular base including cleaning

of road surface and sparying primer at the

rate of 7.50 Kg. / 10 Smt using using

mechanical means.

10 Providing and laying 37.50 mm thick B.M.

using M.C stone B.T. stone. as per M.O.R.T. &

H. specification & bitumen grade VG 30 for

mixing at the rate of 34 Kg./M.T. i.e. 3.40% of

total weight of mix including heating the

aggregate and asphalt in continuous

batching drum mix plant and spreading the

same by paver finisher and consolidation

with vibratory roller including paving all

materials equipments, tools & plants, fire

wood, oil, kerosene, labour charges etc

complete using contractor's own machinery

drum mix plant & paver finisher etc.

11 Providing and laying 50.00 mm thick B.M.

using M.C stone B.T. stone. as per M.O.R.T. &

H. specification & asphalt for tack coat at the

rate of 2.5 Kg./10 Sqm. with mechanical

sprayer & bitumen grade VG 30 for mixing at

the rate of 34 Kg./M.T. i.e. 3.40% of total

weight of mix including heating the

aggregate and asphalt in continuous

batching drum mix plant and preading the

same by paver finisher and consolidation

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

No and reference to book of specifications) figures

with vibratory roller including paving all

materials equipments, tools & plants, fire

wood, oil, kerosene, labour charges etc

complete using contractor's own machinery

drum mix plant & paver finisher etc.

12 Providing and laying 20 mm thick M.S.S.

using B.T. aggregates (As per MORTH & H

gradation) and asphalt grade VG-30 at the

rate of 5.10% of mix i.e. 51.00 Kg./MT

including heating the asphalt and aggregate

by continuous batching drum mix plant,

transporting the mixed material by tipper

trucks and spreading the same by aver

finisher and consolidation by vibratory

roller of 80 to 100 KN static weight including

providing equipment, tools and plant,

firewood lubricants, kerosene, oil, labour

charges using contractor's own machineries

drum mix palnt and paver finisher.

13 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 2232.00 Sq.Mtr. 49.140

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

etc. complete and rolling with PTR and roller

brushing etc. complete.

Rupees Ninety Five Lakh Eighty Eight Thousand Three Hundred Sixty Three Paise Fifty Five Only

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 Proj. H.W. Sub Dn. No.1 Sipu Project Division Sipu Project Division

Dantiwada Palanpur Palanpur