Providing,Supplying and laying Storm Water Line outside Akshar Colony Gate at Ankleshwar. (2nd Attempt)

Name Of Work : Providing,Supplying and laying Storm Water Line outside Akshar Colony Gate at

Sr.No. Item Description Quantity Total Rate Unit Amount

Demolition including stacking of serviceable

1 materials and disposal of unserviceable materials 14.00 1030.81 Cu.Mt.

with all lead and lift. For R.C.C. work

Dismentling Np3 rain water pipes with fittings and

2 clamps including stacking the materials with all lead 40.00 73.02 R.Mt.

and lift ( for any dia, of pipe)

Excavation upto 1.50mt. depth for pipe line

trenches for water supply, sewerage line, manhole

etc all with shoring and struting if required as per

required gradient and line including safety

3 provisions using site rails and stacking excavated 153.00 136.35 Cu.Mt.

stuff including up to all required lead cleaning the

sile etc. complete for all lifts and strats as

specified.In hard murum,boulders, including

Excavation from 1.50mt. to 3.00mt. depth for pipe

line trenches for water supply, sewerage line,

manhole etc all with shoring and struting if required

as per required gradient and line including safety

4 provisions using site rails and stacking excavated 39.00 149.48 Cu.Mt.

stuff including up to all required lead cleaning the

sile etc. complete for all lifts and strats as

specified.In hard murum,boulders, including

Dewatering by pumping set of required capacity

including temporary platform carting pumping at

site and fixing the same in position including all

accessories, and fuel and labour etc, complete

Providing and Supplying ISI Standard R.C.C. Class

NP3 Test Pressure 0.7 Kg/sq.cm of 800mm

dia.pipes (of Sulphate Resisting Cement) in

standard lengths & suitable for either collar joints

or rubber ring joints including all taxes, insurance,

transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to

departmental stores, stacking as directed by

Engineer-in-charge.Note: One collar should be

supplied with each full length plain ended RCC pipe,

cost included in rate. One rubber ring should be

supplied with each full length socketed pipe, cost

Lowering,inlaying

rate. and jointing R. C. C. NP3 pipes in C.

M. 1:1 1/2 of of 800mm dia. 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.

Sr.No. Item Description Quantity Total Rate Unit Amount

Providing and Supplying ISI Standard R.C.C. Class

NP3 Test Pressure 0.7 Kg/sq.cm of 450mm

dia.pipes (of Sulphate Resisting Cement) in

standard lengths & suitable for either collar joints

or rubber ring joints including all taxes, insurance,

transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to

departmental stores, stacking as directed by

Engineer-in-charge.Note: One collar should be

supplied with each full length plain ended RCC pipe,

cost included in rate. One rubber ring should be

supplied with each full length socketed pipe, cost

Lowering,inlaying

rate. and jointing R. C. C. NP3 pipes in C.

M. 1:1 1/2 of of 450mm dia. 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.

Providing and constructing Sewer manholes,

scraper manholes and unit house connection

chamber, as per the type design in brick masonry in

C. M. 1:5 and inside and outside 20mm thick

plastering in C. M. 1:3 necessary 100 mm coping

with reinforcement in R.C.C.M. 200 fixing C. I. steps

and fixing manhole frame and covers (But excluding

supply of manhole frame and covers) over

10 manholes and house connection chambers and 1.00 12300.79 No.

fixing Manhole covers (but excluding supplying of

manhole covers) over scraper manhole etc.

complete, providing and fixing safety chain

wherever necessary as per the stipulations in the

type design complete as per latest CPHEEO manual.

(excl. excavation).a)Manhole type "A" Circular type

having inside diameter of 1200 mm for depth upto

Extra depth beyond 1.00mt. But up to 1.50mt.

Depth for Type "A" Manhole

Sr.No. Item Description Quantity Total Rate Unit Amount

Providing and constructing Sewer manholes,

scraper manholes and unit house connection

chamber, as per the type design in brick masonry in

C. M. 1:5 and inside and outside 20mm thick

plastering in C. M. 1:3 necessary 100 mm coping

with reinforcement in R.C.C.M. 200 fixing C. I. steps

and fixing manhole frame and covers (But excluding

supply of manhole frame and covers) over

12 manholes and house connection chambers and 4.00 21327.16 No.

fixing Manhole covers (but excluding supplying of

manhole covers) over scraper manhole etc.

complete, providing and fixing safety chain

wherever necessary as per the stipulations in the

type design complete as per latest CPHEEO manual.

(excl. excavation).Manhole type "B" circular type

having inside diameter of minimum 1500 mm and

for depth up to 1.5 M

Extra depth beyond 1.50mt. But up to 4.00mt.

Depth for Type "B" Manhole

Providing R.C.C precast manhole frame

manufacture, supply and delivery at store or at site

of work. Precast RCC M200 Frame suitable to

14 drainage M.H. and as per type design and Drawing 5.00 1132.21 No.

including cost of reinforcement, M.S. Angles or flat,

curing mold work etc.(A) Heavy Duty (1) Frame

suitable for 50 cm manhole opening

Providing R.C.C precast manhole cover

manufacture, supply and delivery at store or at site

of work. Precast RCC M200 Cover suitable to

15 drainage M.H. and as per type design and Drawing 5.00 1184.73 No.

including cost of reinforcement, M.S. Angles or flat,

curing mold work etc.(A) Heavy Duty (2) Cover

suitable for 50 cm manhole opening

Refilling the pipeline trenches incl. ramming,

16 watering, consolidating desposal of surplus stuff as 125.00 22.22 Cu.Mt.

directed within a radius of 3 km.

Construction of granular sub-base 150mm thick by

providing coarse graded machine crushed B.T.

material satisfying MOST specification of grading I

(B.T. stone aggregate 53 mm to 26.5 mm 35 %,

to 4.75 mm - 45 % and 2.36 mm below - 20 %

)including spreading in uniform layer with motor

grader on prepared surface, mixing by mix in place

method with rotavator at OMC and compacting

with vibratory roller to achieve the desired density

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

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

18 aggregates 40 mmnominal size) and curing 7.00 2965.76 Cu.Mt.

complete including cost of formwork in (A)

Foundation and Plinth

Sr.No. Item Description Quantity Total Rate Unit Amount

Providing and laying controlled cement concrete

M.250 for curing complete excluding cost of

formwork and reinforcement for reinforced

concrete work in resurfacing of Road

Providing TMT Bar FE 500/500D reinforcement for

20 R.C.C. work including bending, binding and placing 308.00 76.21 Kg

in position complete

I / we agree to carry out the above work at __________% above the estimated rate put to tender

I / we agree to carry out the above work at __________% below the estimated rate put to tender.

Estimated amount Estimated amount

Put to tender Rs. 4,41,605.00 Put to tender Rs.

Net amount Rs.___________________ Net amount Rs.______________________

Contractor Sign With Seal Ankleshwar Nagar Palika