Constructing VRB At chainage 820 m Of karjan Dam Approch road ,Ta.Nadod, Dist.Narmda

BILL OF QUANTITIES

BILL OF QUANTITIES

1. The bill of Quantities shall be read in conjunction with the Instructions to Bidder,

Conditions of Contract, Technical Specifications and Drawings.

2. The quantities given in the Bill of Quantities are estimated and provisional, and

are given to provide a common basis for bidding. The basis of payment will be the

actual quantities of work ordered and carried out, as measured by the Contractor

and verified by the Engineer and valued at the rates and prices tendered in the

priced Bill of Quantities, where applicable, and otherwise at such rates and prices

as the Engineer may fix within the terms of the Contract.

3. The rates and prices tendered in the priced Bill of Quantities shall, except in so

far as it is otherwise provided under the Contract, include all constructional

plant, layout, supervision, materials, erection, maintenance, insurance, profit,

taxes and duties, together with all general risks, liabilities and obligations set out

or implied in the Contract.

4. The rates and prices shall be quoted entirely in Indian Currency.

5. A rate or prices shall be entered against each item in the Bill Quantities, whether

quantities are stated or not. The cost of Items against which Contractor has failed

to enter a rate or price shall be deemed to be covered by other rates and prices

entered in the Bill of Quantities (in case of Item rate contract).

6. The whole cost of complying with the provisions of the Contract shall be included in

the items provided in the priced Bill of Quantities, and where no Items are provided

the cost shall be deemed to be distributed among the rates and prices entered for

the related items of Work.

7. General direction and descriptions of work and materials are not necessarily

repeated or summarized in the Bill of Quantities. References to the relevant

sections of the contract documentation shall be made before entering rates or

prices against each item in the Bill of Quantities.

8. The method of completed work of payment shall be in accordance with the

specification for Road and Bridge works. For building works specifications for

building are to be followed.

9. Errors will be corrected by the Employer for any arithmetic errors pursuant to

Clause 29 of the Instructions to Bidder.

10. Rock is defined as all materials which, in the opinion of the Engineer, required

blasting, or the use of metal wedges and sledgehammers, or the use of

compressed air drilling for its removal, and which cannot be extracted by ripping

with a tractor of at least 150 kw with a single rear mounted heavy duty ripper.

BILLOFQUANTITIES

(A) PercentageRateTender(Up toINR50Cr.)

Name of Work: - Constructing VRB At chainage 820 m Of karjan Dam Approch road

,Ta: Nadod, Dis:Narmda

Item DescriptionofItem(withbrief Quantity Unit RateIn Amount

No specification and reference to book of figures

specifications)

1 Dismantling the existing brick masonry 93.54 cmt 750.90

including sorting out and stacking the useful

material and removing the debris and making

good the damages etc. complete as directed.

InCement Mortar

2 Dismantling the existing foundation concrete 39.72 cmt 1155.20

including sorting out the dismentalled stuff and

stacking the useful material, removing the debris

and making good the damages etc. complete as

and where directed. Cement Concrete

3 Excavation for foundation in all sorts of soil 172.45 cmt 102.40

including yellow sandy gravelly soils ,soft &

hard murrum etc. in dry condition including

depositing the excavated stuff in uniform layers

in banks or as and where directed etc. complete

for lead up to 500m and all lift. (BY

MACHINERY) Excluding dewatering.

4 Backfilling the foundation trenches around the 128.00 cmt 36.90

structures etc with selected excavated stuff

including watering, ramming, compacting etc.

complete. (By Machinery).

5 Providing & Laying in position "NOMINAL 36.56 Cmt

MIX" cement concrete using cement, sand and

crushed aggregate by mass and machine mix for

C.C./R.C.C work incl. necessary formworks

centering, scaffolding, compaction by vibrator,

curing as directed with all lead & lift etc

complete Without Dewatering and excluding

cost of steel reinforcement. A) For Foundation

concrete / General purpose (j) For Wing wall /

Return wall / Head wall / Coping etc.C. C.

Nominal Mix, M-15 and MSA 20 mm

6 Providing & Laying in position "NOMINAL 418.45 Cmt 4296.00

MIX" cement concrete using cement, sand and

crushed aggregate by mass and machine mix for

C.C./R.C.C work incl. necessary formworks

centering, scaffolding, compaction by vibrator,

curing as directed with all lead & lift etc

complete Without Dewatering and excluding

cost of steel reinforcement. (A) For Foundation

concrete / General purpose (f) C. C. Nominal

Mix, M-20 and MSA-20 mm)

7 Providing and supplying ISI Standard R.C.C. 50.00 rmt 14258.00

pipes(of Sulphate Resisting Cement) in standard

lengths of following class and diameter suitable

for either collar joints or rubber ring joints

including all taxes, insurance, transportation,

freight charges, octroi, Inspection charges,

loading, unloading, conveyance fo departmental

stores, stacking etc. with Lowering, laying and

jointing R. C. C. pipes in C. M. 1:1 1/2 of

following diameters in proper position, grade

and alignment at all level as directed by

Engineer-in-charge including conveyance from

stores to site of work, labour, giving hydraulic

testing as per ISI Code (NP3-1800mm Dia)

8 Providing and placing in position reinforcement 7.250 mt 82019.00

bars including cutting, bending, welding joints

where as per drawing for all leads and lifts. (A)

TMT/CRS (Fe 500)

9 Providing and fixing in position ( different 10 rmt 5955.30

diameter ) I.S.,NP-3 class reinforced pipe with

caulking the joints with cement mortar 1:1

proportion,using jute string soaked in cement

slurry,finishing joints and laying pipes to the

designed grade and levels, curing etc.complete

for all leads and lifts. S 8 (g) NP-3 class

10 Earthwork/Back filling with selected earth 1500 cmt 144.50

including watering ramming,Compaction with

pnuematic temping with all lead and all lift etc

11 Providing and laying 20 mm thick mix seal 8.51 mt 3785.59

surfacing using stone chipping and aggregate

and asphalt grade VG-30 for mixing at the of

5.09% of total mix including heating the

aggregate and asphalt by drum mix plant and

spreading the same by paver finisher and

consolidation with vibratory roller including

providing all materials, equipment, tools and

plants, oil, keroscene, firewood, labour charges

12 Clearing the canal Banks outer and inner Slopes 1500.00 Sq.mt 10.30

by Jungle Cutting ,removing Vegetation,

Ghabajaria,Trees,etc. along with burning it's and

carrying away as and where required and as

directed etc. completed by machineries.

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

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

Item Description of Item (with brief Quantity Unit Rate Amount

No specification and reference to

specifications) figures Words

(A) Total Tendered Amount

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

(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.

Signature of Contractor. Deputy Executive Engineer Executive Engineer

Irrigation Pro. Sub Division No.27 Irrigation Project Division No.4

Rajpipla Rajpipla