CONSTRUCTION OF PACKAGE/STORAGE ROOM FOR ELP UNDER PROJECT ENTITLED-PRODUCTION OF BIO PESTICIDES FOR COLLEGE OF AGRICULTURE AT J.A.U., MOTA BHANDARIYA (AMRELI) (THIRD ATTEMPT)

Sr. DESCRIPTION OF ITEM Qty. Rate Per Amount

1 Excavation for foundation in loose or soft soil 25.00 117.08 Cmt

upto 1.5 mt depth incld. Sorting out and

stacking of useful materials and disposing the

excavated stuff incld. Refilling the trenches and

watering leveling etc complete as directed by

Engineer in charge

2 Excavation for foundation upto 1.5 m depth 19.00 263.08 Cmt

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead(D)Soft Rock not requiring

3 Excavation for foundation in Soft Rock not 19.00 285.73 Cmt

requiring blasting upto 1.50 mt to 3.00 mt depth

incld. Sorting out and stacking of useful

materials and disposing the excavated stuff

incld. Refilling the trenches and watering

leveling etc complete as directed by Engineer

4 Providing and laying cement concrete 1:3:6 mix 8.00 3005.76 Cmt

( 1 cement :3 coarse sand: 6 graded stone agg.

of 00mm nominal size B.T. kapchi)for

foundation & plinth laid in true line and level

incld. Compacting & curing etc. but excluding

the cost of form work etc. complete as directed

by Engineer in-charge

5 Providing and laying cement concrete work 3.00 3962.77 Cmt

1:2:4 (1- Cement : 2- Coarse sand : 4- graded

stone aggregates 20 mm nominal size) and

curing complete excluding cost of formwork

and reinforcement for reinforced concrete work

in (A) Foundations, footings, Base or columns

and Mass concrete RCC Flooring.

6 Providing and filling with available excavated 97.00 130.39 Cmt

earth (excluding rocks) in trench plinth sides of

foundation etc in layers not exceeding 00cms in

depth including consolidating each deposited

layer by ramming and watering in true line and

level etc complete as directed by Engineer in

7 Brick work using common burnt clay building 4.00 4021.02 Cmt

bricks having crushing strength not less than

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

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

(B) Conventional

8 Providing and laying cement concrete 1:1.5:3 12.00 4987.60 Cmt

mix ( 1 cement : 1.5 coarse sand: 3 graded

stone aggregate 00mm nominal size of B.T.

Kapchi ) for foundation footing base of column

and mass concrete including curing etc

complete including the cost of form work but

excluding the cost of reinforcement etc

complete as directed by Engineer in charge

9 Providing , laying & casting ordinary cement 0.70 6346.50 Cmt

concrete 1:1.5:3 mix ( 1 cement : 1.5 coarse

sand: 3 graded stone aggregate 00mm nominal

size of B.T. Kapchi) for R.C.C. Coping etc

including cost of formwork centering shuttering

scaffolding curing compacting with vibrators etc

complete incld. Finishing the exposed face

even and smooth with C.M. 1:3 ( 1 cement :

sand) but excluding the cost of reinforcement

as directed by Engineer in charge

10 Providing , laying & casting ordinary cement 4.00 6430.28 Cmt

concrete 1:1.5:3 mix ( 1 cement : 1.5 coarse

sand: 3 graded stone aggregate 00mm nominal

size of B.T. Kapchi ) for R.C.C Ground Beam /

Plinth Beam etc including formwork centering

shuttering scaffolding compacting with vibrators

etc complete incld. Finishing the exposed face

even and smooth with C.M. 1:3 ( 1 cement :

sand) but excluding the cost of reinforcement

as directed by Engineer in charge

11 Providing, laying and casting ordinary cement 2.70 8974.40 Cmt

concrete 1:1.5:3 mix ( 1 cement : 1.5 coarse

sand: 3 graded stone aggregate 00mm nominal

size of B.T. Kapchi ) for R.C.C. column having

for super structure for Ground floor upto floor

two level laid in true line and level including the

cost of form work ,compacting by vibrators

curing et c including finishing the exposed

faces even and smooth with C.M. 1:3 (

cement : 3 sand ) but excluding the cost of

reinforcement etc complete as directed by

Engineer in chargeFor For Ground floor

For All Section

12 Providing, laying & casting in true line & Level 4.00 8062.42 Cmt

cement concrete 1:1.5:3 mix ( 1 cement :

coarse sand: 3 graded stone aggregate 00mm

nominal size of B.T. Kapchi ) for R.C.C. Beam

having for super structure of ground floor up to

floor two level including the cost of form work

centering , shuttering compacting with

vibrators , curing etc complete including

finishing the exposed face even and smooth

with C.M. 1:3 ( 1 cement : 3 sand) but

excluding the cost of reinforcement etc

complete as directed by Engineer in-charge For

Ground floor For All Section

13 Providing and laying ordinary cement concrete 1.00 8504.44 Cmt

1:1.5:3 mix ( 1 cement : 1.5 coarse sand:

graded stone aggregate 00mm nominal size)

For R.C.C Lintel in true line and level up to

two level including finishing smooth exposed

face in C.M. 1:3 ( 1 cement : 3 sand) smooth

curing compacting with vibrators etc. complete

including the cost of form work scaffolding

shuttering but the excluding the cost of

reinforcement etc complete as directed by

Engineer in charge

For Ground floor

14 Providing and laying ordinary cement concrete 4.00 7280.07 Cmt

1:1.5:3 mix ( 1 cement : 1.5 coarse sand:

graded stone aggregate 20mm nominal size of

B.T. Kapchi ) For R.C.C Slab 10 to 13 cm thick

for super structure for first floor up to floor

three level including finishing in C.M. 1:3 (

cement : 3 sand) smooth with floating coat of

neat cement slurry including curing etc

complete including the cost of form work but

excluding the cost of reinforcement etc

complete as directed by Engineer in charge

For Ground Floor

15 Providing & Laying Ordinary Cement, 0.50 6943.86 Cmt

Concrete1:1.5:3 mix ( 1 cement : 1.5 coarse

sand: 3 graded stone aggregate 20mm nominal

size B.T. kapchi) for R.C.C. chajjas not

exceeding 10 M.M. thickness floor up to floor

two level in true line level including cost of

necessary shuttering centering formwork

consolidation with machine mixed vibrators. in

true line and level including necessary exposed

surface smooth finishing with C.M. (1:3) and

curing etc. complete but excluding cost of

reinforcement as directed by E.I.C

For Ground Floor

16 Providing and laying twisted T.M.T. bar FE 500 3078.00 76.21 Kg

reinforcement for R.C.C work for ground floor

up to floor three level including cleaning

,straightening , cutting , bending , binding with

16 gauge annealed wire and placing in position

as per detail drawing and structure design etc.

complete as directed by Engineer in-charge

17A Providing, laying & constructing in true line & 11.20 4289.33 Cmt

level conventional Brickwork using common

burnt clay building bricks having crushing

strength not less than 35kg/sq.cm in course in

Super structure in cement mortar 1:6 (

cement : 6 coarse sand ) in true line and level

including racking out joints, curing, scaffolding

complete as directed by Engineering-charge

For Ground floor

17B Providing, laying & constructing in true line & 5.00 4557.64 Cmt

level conventional Brickwork using common

burnt clay building bricks having crushing

strength not less than 35kg/sq.cm in course in

Super structure in cement mortar 1:6 (

cement : 6 coarse sand ) in true line and level

including racking out joints, curing, scaffolding

complete as directed by Engineering-charge

For First floor

18 Providing and applying 15mm thick smooth 48.00 212.06 Smt

cement plaster in single coat on brick/ concrete

wall for interior/exterior plastering for ground

floor up to floor two level in true line and level in

C.M. 1:4 ( 1 cement : 4 coarse sand ) including

finishing even and smooth with floating coat of

neat cement slurry including scaffolding , curing

etc complete as directed by Engineer in-charge

For Ground floor

19 Providing and applying 10mm thick smooth 35.00 171.34 Smt

cement plaster in single coat on brick/ concrete

wall for interior/exterior plastering for Ground

floor up to floor two level in true line and level in

C.M. 1:4 ( 1 cement : 4 coarse sand ) including

finishing even and smooth with floating coat of

neat cement slurry including scaffol0ing , curing

etc complete as directed by Engineer in-

charge For Ground floor

20 Providing and Applying 20 mm. thick sand 131.00 326.11 Smt.

faced Cement Plaster on wall surface at any

height above ground level consisting of 12 mm.

thick backing coat of C.M. 1:3 (1 Cement:

Sand) and 8 mm. thick finishing coat of C.M.

1:1 (1 Cement: 1 Sand) in true line level

including cost of scaffolding curing etc

complete As directed by E.I.C.

21 Providing & Applying Finishing wall with 131.00 114.53 Smt.

weather proof exterior emulsion paint on wall

surface ( Two coats ) surface to give an even

and smooth on wall surface including repairing

Patch after thoroughly brushing the surface

free from mortar drops and other foreign matter

and also incl. preparing the surface even &

smoothed, complete as directed by Engineer

22 Providing & Applying acrylic oil bound 83.00 83.21 Smt

washable distemper (two coats) of approved

brand of required shade on wall/Celling

surface to apply one coat of putty and primer

to give an even and smooth on wall surface

including repairing Patch after thoroughly

brushing the surface free from mortar drops

and other foreign matter and also incl.

preparing the surface even & smoothed,

complete as directed by Engineer in-charge

23 Providing and laying polished Kota stone slab 37.00 992.66 Smt

flooring over 20mm (Average) thick 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 over and jointed with grey cement slurry

mixed with pigment to match the shade of slab

including rubbing and polishing etc. complete.

24 Providing and laying and fixing 25mm average 4.00 1652.99 Smt

thickness double Polished Kotah stone shelves

in masonry making necessary grove and good

same with cement mortar 1:2 (1 cement

sand) laid in true line level and jointed with gray

cement slurry incl. rubbing etc. comp, as

directed by E.I.C.

25 Providing & laying 18 mm thick Granite flooring 4.00 3773.28 Smt

for platform laid on 25 mm to 40 mm thick

polished kotah stone laid in Cement mortar 1:6

( 1 cement :6 sand) incl.front patta 10cm hight

of quarter round polished edge and jointing with

aradalite & other required adhesive and white

cement laid in true line level in stonewalls

surface as per design & drawing including

curing etc complete as directed by Engineer in

26 Providing and laying and fixing 25mm average 7.00 2917.39 Smt

thickness colour Polished Granite jambs/sills in

masonry making necessary grove and good

same with cement mortar 1:2 (1 cement

sand) laid in true line level and jointed with gray

cement slurry incl. rubbing etc. comp, as

27 Providing and fixing 30mm thick Machine 3.80 5190.39 Smt

Press Water proof Flush shutter for door make

of SOHAM, VALORA, JEDIX, OMEN,

UMAVANSHI or Equivalent make with

laminated sheet 0.80mm on Both side with Pre

stress cement Concrete frame of 250 x

mm size of approved quality including

Periphery teak wood beading of 12 mm thick,

Shutter with S.S. screw in level with I-Twenty

make Stainless Steel fixitures&fastening and

onecoat of primer and two coats of oil paint on

periphery side etc complete as directed by

Engineer in charge.

28 Providing & fixing ¾ Jindal aluminum colour 9.00 3692.24 Smt

anodize 2, track sliding window 2 track frame

31.75x61.85, bottom 20956 (weight kg/m

0.621) 2 track top 20966 (weight kg/m 0.547) –

shuttar section – 20605 (weight kg/m 0.469)-

20606 (weight kg/m 0.417) – 20604(weight

kg/m 0.417), 4mm thick ASAI woolpie, window

roller MS metal long body Teflon no.625 roller,

4” albos metal lock include-silecon- screw, grip,

with labour (40mm Two track Window)

29 Providing and fixing M.S. Plan grill in drawing 173.00 78.26 Kg

with M.S. flats, square bar, round bar, etc. in

required size and spacing in wooden frames of

windows and ventilators, stair railing including

one coat of primer and two coat of enamel oil

paints of approved quality brand and shade etc

complete as directed by Engineer in-charge

30 Providing and Laying china mosaic flooring for 27.00 931.45 Smt

plain and curved surface. (A)The first aplying

neat cement slurry 2.75 Kg/sqmt with admixed

waterproofing compound mixing FBR

FAIRCRETE polymer @ 1.00 bag/150ml after

cleaning the surfacepreparing base surface (B)

The second aplying 50mm thick cement

concrete flooring 1:2:4 ( 1 cement 2 coarse

sand graded stone agg. of 20mm nominal size

B.T. kapchi) laid in one layer with admixed

water proof compound mixing FBR

FAIRCRETE polymer @ 1.00 bag/150ml (C)

Third aplying laid over cement mortar bedding

at 15mm thick cement mortar 1:4 to plain or

slope with cement floating coat (D) Four

aplying 12mm to 20mm of Brocken piece made

on site from full size white glazed tiles to be

and to be tempered to bring mortar ceramic up

to surfaces with using white cement pigment

including rounding of junction and extending

them up to 10 cms along the wall and curing

with bends any pattern of design as per

drawing or direction including cleaning with

water and oxalic acid etc. complete.

(Rupees Eight Lakh(S) Twenty Two Thousand(S) Three Hundred Eighteen And Paisa Eighty Seven