dredging tender schedule

7/30/2019 Dredging Tender Schedule

1/5

Sl.

No.Qty Description of work

TNBP

No.

Rate

(Both Figures and words)Unit Amount

1 98000 m

(Ninety eight

thousand cubic metre

only)

Dredging in front of existing / proposed quay and in

the entire harbour basin, entrance channel / inlet

from creek to sea from existing levels to specified

levels and slopes in the area marked in the drawing in

all types of soils, pebbles, soft rock etc., dredgable by

suction cutter / backhoe or any other suitable

method, carrying / transporting in hopper Barges /

pipelines and disposing by depositing either in the

marked reclamation area and/or in the dumping area

located at about 1.5km to 2.00km away from the work

spot and as per the directions and to the complete

satisfaction of EIC including all charges of

mobilization, demobilization of machineries /

equipments, men, materials etc., complete with all leadand lift including conveyance charges to a minimum of

1.5 km distance away from the work site and as

directed b the de artmental officers.

Spl

1 m3

Mainenance Dredging in the Channel and basin and provision of facilities in the fishing harbour at Spoil

Island Cuddalore Port in Cuddalore District

SCHEDULE-A

Contractor

No. of Correction in figures: ......

No. of Correction in words: .......

Chief Engineer,

FHPC, Chennai-6


2/5

Sl.


TNBP

No.

Rate


2 8500 m(Eight thousand five

hundred cubic metre

only)

Reclamation with gravel / muram at the fishingharbour open area as shown by the departmental

officers including excavating the earth in the borrow

area conveying through tipper to a distance of 12km

including loading and unloading at the site to be

reclaimed spreading the gravel watering, consolidating

by power roller to achieve the required practordensity including all labour charges and the hire

charges of all machinery and tools and plants etc.,

complete complying with standard specification and as

directed by the departmental officers.

Spl

1 m3

3 100 m

(One hundred cubicmetre only)

Earthwork excavation for foundation to full depth as

per designed in all soils and sub soils except softdisintegrated rock not requiring blasting and hard

rock requiring blasting and bailing out water wherever

necessary. Refilling the sides of foundation with

excavated earth other than sand in layers of well

rammed and compacted and depositing the surplus

earth in places shown by the departmental officerswith an initial lead of 10m and initial lift of 2m and

clearing and leveling the site etc., complete complying

with standard specification as per the directed by the

departmental officers.

1 m3

Contractor



Chief Engineer,

FHPC, Chennai-6


3/5

Sl.


TNBP

No.

Rate


4 15 m(Fifteen cubic metre

only)

Plain Cement concrete 1:4:8 (one cement, four sandand eight broken machine crushed stone jelly) using

HBG of size 40mm gauge for foundation and basement

including de-watering if found necessary and laid in

layers of not more than 15 cm thick etc., complete

complying with standard specification and as directed

by the departmental officers.

1 m3

5 91 m

(Ninety one cubic

metre only)

Plain cement concrete 1:1:3 (one cement one and half

sand and three aggregates) using HBG Machine

crushed stone jelly of size 20mm gauge for foundation

and basement including de-watering if found necessary

and laid in layers of not more than 15cms thick etc.,

complete complying with standard specification and asdirected by the departmental officers.

1 m3

Contractor



Chief Engineer,

FHPC, Chennai-6


4/5

Sl.


TNBP

No.

Rate


6 390 m(Three hundred and

ninety square metre

only)

Providing form work for centering, shuttering etc., forall RCC works inclding strutting up to 3.29m in all

floors using mild steel sheets of size 90x60cm of B.G.

10 stiffened with mild steel angles of size

25x25x3mm laid over silver oak (country wood) joist

of size 10x6.5cm spaced at about 90cm c/c supported

by casurina props of 10 to 13 cm dia (spaced at 75cmcenter) complying with standard specification and as

directed by the departmental officers and removing

the same after specified period with out damaging the

concrete etc., complete.

1 m3

7 142 m

(One hundred andforty two cubic metre

only)

Supply and laying packing the Gravel for revetment

15cm thick to the required slope including watering,consolidation etc., complete and as directed by the

departmental officers.

1 m3

8 142 m

(One hundred and

forty two cubic metre

only)

Rough stone dry packing revetment for side of the

boat basin including cost of rough stone labour

charges for sectioning etc., complete and as directed

by the departmental officers.

1 m3

Contractor



Chief Engineer,

FHPC, Chennai-6


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Sl.


TNBP

No.

Rate


9 130 Rm

(One hundred and

thirty running metre

only)

Providing Ring Bund using casurina piles and casurina

bullies on two sides and dumping the sand bags in

between the casurina piles and filling the gap with

earth etc., complete ring bund of size 1.5 metre width

and 2 metre height. Casurina poles of size 8cm to

10cm of length 3 metre of which 1 metre of casurina

poles are to be driven below the ground level and thecasurina poles are to be driven with 0.5 metre interval

on both sides and casurina bullies of size 4cm to 5cm

tied or fixed horizontally at 0.25m interval Diaphragm

wall area complying with standard specification and as

directed by the departmental officers.

1 Rm

Contractor



Chief Engineer,

FHPC, Chennai-6

dredging tender schedule

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