Repair and Maintenanace of Karjan vasahat Colony including repair and Restoration work of Compound Wall of Karjan Colony Ta. Nandod , Dis. Narmada

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

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.

BILLOF QUANTITIES

(A) PercentageRateTender(UptoINR50Cr.)

Item DescriptionofItem(withbrief specification Quantity Unit RateIn Amount

No and reference to book of specifications) figures

Jungle cutting for preliminary surveys (a) Light

1 jungle cutting (bushes, hedges ) 8000.00 Sqmt 13.44

Excavation for foundation for depth from 1.5 m

to 3.0 m including sorting out and stacking of

2 useful materials and disposing off the excavated 302.00 cum 295.10

stuff upto 50 Meter lead.(B) Dense or Hard soil

Providing and laying cement concrete 1:3:6 (1-

Cement : 3- coarse sand : 6- hand broken stone

3 aggregates 40 mmnominal size) and curing 36.00 cum 3063.66

complete excluding cost of formwork in (A)

Foundation and Plinth

Providing and laying controlled cement concrete

M.250 and curing complete including the cost

of formwork and excluding cost of reinforcement

4 for reinforced concrete work in (A) Foundations,

footings, Base ofcolumns andMass concrete.

Providing and laying controlled cement concrete

M.250 and curing complete including the cost

of formwork and excluding cost of reinforcement 19.00 cum 7864.87

5 for reinforced concrete work in (D) Columns,

Pillars posts and struts For Ground Floor.

Providing and laying controlled cement concrete

M.250 and curing complete including the cost

of formwork and excluding cost of reinforcement

6 for reinforced concrete work in (C) 27.00 cum 6789.22

Slabs,landing,shelves,Balconies, Lintels, Beams,

Girders and CantileverFor Ground Floor

Backfilling the foundation trenches around the

structures etc with selected excavated stuff

7 including watering, ramming,compacting etc. 172.00 cum 36.90

complete. (By Machinery)

Providing and laying cement concrete 1:3:6 (1-

Cement : 3- Coarse sand : 6- crushed stone

aggregates 20 mm nominal size) and curing

8 complete including cost of formwork in (A) Wall 10.00 cum 3925.48

Caps / Coping (upto 10 ton) For Ground Floor Lvl

Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:6 (1- Cement : 6 -fine sand)(B)

9 Conventional (upto 10 ton) For Ground Floor cum 4568.40

Extra for brick work in superstructure above

plinth level upto floor two level (B) Conventional

Providing 15mm thick cement plaster in single

coat on Rough (Similar)side of single or half brick

walls for interior plastering upto floor two level

10 and finished even and smooth in (i) Cement 56.00 Sqmt 201.79

mortar 1:3 (1-cement:3-sand)

20mm thick sand faced cement plaster on walls

upto height 10 metres above ground level

consisting of 12mm thick backing coat of C.M.

11 1:3 (1-cement : 3-sand) and 8mm thick finishing 1624.00 Sqmt 353.98

coat of C.M. 1:1 (1-cement : 1-sand) etc.

Applying two coats of putty & two coats of

primer of approved brand and manufacture on

new wall surface to give an even shade including

12 thoroughly brushing the surface free from Sqmt

mortar dropping and other foreign matter and

sand papered smooth.

Providing and laying marble stone slab

flooring over 20mm (average)base of cement

mortar 1:6 (1-cement : 6 coarse sand) or

L.M. 1:1.5(1- lime putty : 1.5 - coarse sand)

laid and jointed with gray cement slurry

including rubbing and polishing complete. (A)

Marble slab 25mm thick

Providing and fixing 35 mm thick panelled

,glazed or panelled and glazed shutters, for

Doors windows and clearstory windows

14 including anodisedalluminiumBut hinges with 3.00 Sqmt 3627.68

necessary screws and indian teak wood shutters

with. (C) Hard board panels.

Providing and fixing window having extruded

aluminum Colour anodized section frame main

outer size 95mm x 24mm x 1.17mm (of Jindal

Section no:2459 @ wt.of 0.738 Kg/mt),

horizontal Three track member size 92mm x

31.75mm x 1.30mm (of Jindal Section no:8688,@

Wt.1.07 Kg/mt), vertical member of size 92mm x

31.75mm x 1.50mm (of Jindal Section no:8933,@

Wt. 1.06 Kg/mt) with sliding shutters of

horizontal member size 40 mmx18mm x1.29mm

(of Jindal Section no:8947@ wt.of 0.456 Kg/mt),

vertical member of size 40mm x 18mm x

mm (of Jindal Section no:8949 @ wt.of

0.456Kg/mt/ with 5 mm thick transparent

bronze colour tinted float glass with powder

coated aluminum fittings and fixtures and

transparent silicon sealant glass fixing to frame

as per details etc

Providing and fixing M.S. grills of required

pattern to wooden/grenite frames of windows

etc. with M.S. flats at required spacings and

16 frame alround, square or round bars with round 3.00 Sqmt 110.31

headed bolts and nuts or by screws (A) Plain

Grill. (upto 10 ton)

Painting two coats (excluding priming coat) on

new steel and other metal surface with enamel

paint, brushing, interior to give an even shade

17 including cleaning the surface an even shade 41.00 Sqmt 94.39

including cleanicn the surface of all dirt, dust and

other foreign matter.

P & L 24" x 24" vitrified 8 mm thick tile flooring

over 20 mm (average) base of cement mortar

1:6 ( 1 cement: 6 coarse sand) on new surface or

fixing on existing flooring by adhesive material

18 including dismentaling of existing flooring and 14.00 Sqmt 1521.95

jointed with color cement slurry including finised

with flush pointing & cleaning the surface etc.

complete for light shade

Providing and laying broken chine mosaic

flooring over avg 40 mm C.C 1:2:4 bedding for

maintaning slope for plain and curve surface &

12 mm to 20 mm broken pieces of glazed tiles

to be laid over cement mortar 1:3 to plain or

19 slope and to be tempered to bring mortar

creme out upto surface using white cement

including rounding off junctions and extending

them upto 15 cm along the wall,clearing with

water and oxalic acid etc. as directed.

Providing and fixing pre-cast Rubber Dye / steel

Dye inter locking concrete block 60mm thick

with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per

approved design Confirming to IS 15658 :

including 35 mm Sand layer for levelling and

filling the joint with sand in proper line and level

as per guidlines of IRC : SP 63-2018 etc.

Providing TMT Bar FE 500D reinforcement

for R.C.C. work including bending, binding

and placing in position complete for Ground

Removing dry or oil bound distemper/enamel

by washing and scraping and sand papering

22 the wall surface smooth including necessary 8123.00 Sqmt 11.82

repairs the scratches complete

Finishing wall with weather proof exterior

emulsion paint on wall surface (two coats) to

give an required shape even shade after

23 thoroughly brushing the surface to remove 9315.00 Sqmt 122.14

all dirt, and remains of loose powdered

materials.etc complete

Providing and fixing in position (

differentdiameter )I.S.,NP-3 class reinforced

pipe with caulking the joints with cement

mortar 1:1 proportion,using jute string

24 soaked in cement slurry,finishing joints and 2.5 rmt 5955.30

laying pipes to the designed grade and

levels, curing etc.complete for all leads and

lifts. S 8 (g) NP-3 class 1200 mm dia pipe.

Electric charge 1% Lumpsum

I/We/am/are willing to carryout 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 Quantity Unit Rate Amount

No (with brief specification

and reference to book In In

of 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. 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