Providing and Fixing 315 mm Dia. HDPE Pipeline for Ponds Survey No. 1640/1641, 1524 of Village Anandpura (Kukarvada) and for Pond Survey No. 481 of Village Vasai (Dabhala), Ta. Vijapur, Dist. Mehsana ( Total Ponds - 3 Nos.) AT Existing Scour Valve Ch. 72520 Mt. of Dhadhusan - Redlaxmipura Pipeline Project.

(with brief specification and reference to book of Qty Unit Rates Amount

specifications)

1 Excavation in all Sorts of Soil (including wet and slushy

condition of soil) with yellow, sandy, gravelly soil

including soft murrum & H.M. including sorting &

stacking and depositing the excavated stuff in uniform

layers as and where directed upto lead of 30 m and lift as

shown below including dewatering, clearing the site etc.

complete. - (B) FOR FOUNDATION OF TRNCHES OF C.D.

WORK (a) 0 to 3 mt. depth

2 Excavation in all Sorts of Soil (including wet and slushy

condition of soil) with yellow, sandy, gravelly soil

including soft murrum & H.M. including sorting &

stacking and depositing the excavated stuff in uniform

layers as and where directed upto lead of 30 m and lift as

shown below including dewatering, clearing the site etc.

complete. - (B) FOR FOUNDATION OF TRNCHES OF C.D.

WORK (a) 3 to 6 mt. depth

3 Manufacture, Supply & Delivery of Electric Resistance

Welded (Up to 400 mm) / Submerged Arc Welded

(Above 400 mm) M.S. Pipe having beveled ends plate or

coil confirming to IS-3589-2001 or its latest revision /

ammendment for following thickness outside diameter at

GWSSB store or site anywhere in Gujarat state including

all taxes, insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading,

conveyence to departmental stores, stacking etc. all

complete. - Pipe Dia in O.D. in mm and Thickness in mm -

323.9 mm O.D. and 5.6 mm Thickness

4 Lowering, Laying, Jointing & Welding in position to

correct line & level M.S. Pipe with outer gunniting &

inside linning / Epoxy paiting on pedestal or chairs upon

prepared formation or prepared bedding in trenches the

rates include conveyance from store to site of work

loading, unloading, joint plastering, hydrotesting etc

complete. - 4 mm to 7 mm Thick - Pipe Dia in mm :

mm 20.00 Rmt 297.00

5 Providing and supplying in Standard length ISI mark high

density Polyethylene H.D.P.E pipes suitable for potable

water as per IS specification No. 4984/1995 including all

local and central taxes, transportation, freight charges,

octroi, inspection charges, loading, unloading,

conveyence to the dept. stores etc. comp. - Test Pressure

: 6.0 Kg/cm2 - Pipe Dia in O.D. in mm : 315 mm dia O.D.

6 Lowering, laying, jointing of HDPE pipes including

HDPE Pipe specials of following class and diameter (By

butt fusion welding method) including cost of

conveyence from stores to site of works including cost of

labour, material giving satisfactory hydraulic testing

including crop compensation for the crops for the pipe

laying work etc complete. - Test Pressure : 6.0 Kg/cm2 -

Pipe Dia in O.D. in mm : 315 mm dia O.D.

7 Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal of surplus stuff as directed within

a radius of 3 km. 5,012.00 Cum 22.00

8 Raising of air valve incl. providing and fixing of 80 mm

dia Medium duty G.I. Pipe 3.50 mt long, incl Providing

and fixing Double acting cutting (DS2) with buile in S.V.

incl.providing and welding of M.S. flange incl. C.C. block

of 1:2:4 as per Drawing etc Complete. - Air valves doulbe

acting (DS2) - Diameter : 80 mm

9 Providing and laying foundation concrete of proportion

as under by using cement, sand and machine crushed

course aggregate laid in situ including necessary

temping, mooth finishing, watering and curing as

directed with all leads and lifts etc complete.(a) PCC-

10 Providing and Laying CC 1:2:4 grade using cement,sand

and crushed metal including providing and erecting

necessary form work, centering, vibrating, smooth

finishing, watering and curing as directed with all leads

and lifts etc complete. (a) subsructure

11 Supplying cutting, bending, binding and placing in

position steel as per plan and design and as per ISS

including cost of steel and binding wire for

reservoir/structures only including lift upto 6 meter

height or depth below G.L. for all diameters Do-

deformed (TMT) bars confirming to relevant IS Fe-500

grade for all diameters 2.60 MT 77,504.00

12 Providing and Supplying ISI mark CI D/F sluice valves as

per IS:14846 (Latest Edition) of following class and

diameter including all taxes, insurance, transportation,

freight charges, octroi, inspection charges, loading,

unloading, conveyence to departmental stores, stacking

etc complete. - PN 1.6 With Hand wheel/Cap Operated

(PD type Short body) - Diameter : 300 mm Dia.

13 Lowering, laying & jointing in position following C.I./ D/F

Reflux valve, Butterfly valves, Sluice valve and Air valves

including cost of all labour, jointing material, including

nut bolts & giving satisfactory hydraulic testing etc.

Complete. - Sluice valve - Dia. in mm : 300 mm Dia.

14 Providing and Supplying In Standard Length ISI mark

rigid unplasticised PVC Pipes Suitable For Potable Water

With Ring fit Joint Including Cost of rings, as per IS

Specification no 4985/1988 Including all Local and

Central taxes, Transportiton, Freight Charges, Octroi,

Inspection Charges, Loading, Unloading, Conveyance to

the Departmental Stores and Including Cost Of Jointing

material etc. Complete. - Test Pressure : 6.0 Kg/cm2 -

Pipe Dia in mm : 160 mm Dia.

15 Providing and Placing steel steps of 25 mm dia M.S. bar

including cutting, bending and fixing in the wall of H.R.

well etc. complete. 8.00 Nos 261.00

16 MS Reducer from 600mm to 300 mm including

excavation of chamber, providing, lowering, jointing,

welding all the necessary for fitting etc..) 1.00 LS 5,313.30

In words Rupees One Crore Twenty Nine Lacs Fifteen Thousand Nine Hundred Fifty Two and Twenty Two Paisa Only/-

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 Rs. Estimated amount put to tender Rs.

Deduct………………………. % below Rs. Add……………………………% Above Rs.

Net Rs. Net Rs.

In words :: In words ::

* (Please strike out whichever is not applicable)

NOTE 1: All work shall be carried out as per Public Works Department Handbook and other specifications of division or as

NOTE 2: All the columns in schedule should be filled in ink and the total of the entries in the last column should be struck by

the contractor under his signature. Site, moisture, weather etc.

NOTE 3: Rates quoted include clearance of site (Prior to commencement of work and at tis close) in all respects and hold good

for work under all conditions.

NOTE 4: To be on additional sheets, if found necessary.

Signature of Contractor Deputy Executive Engineer Executive Engineer

Drainage Sub Division Drainage Division

Gandhinagar Gandhinagar