Construction Of RCC Drainage Line Line at Anavil Wadi To Dhanori Char Rasta in Gandevi Municipality, Gandevi.

NAME OF WORK :- Construction Of RCC Drainage Line Line at Anavil Wadi To

Dhanori Char Rasta in Gandevi Municipality, Gandevi.

QTY. Item Description Rate Unit Amount

Excavation in bituminous road as per required

gradient and line including safety provisions using

site rails and stacking excavated stuff including up to

all required lead cleaning the site etc. complete for all

lifts as specified.

Excavation 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 provisions using site rails and

2 441.72 stacking excavated stuff including up to all required 136.35 Cu.mt.

lead cleaning the site etc. complete for all lifts and

strata as specified. ( B ) In hard murrum, boulders

incl. maccadam road Upto 1.50 mt depth

Excavation 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 provisions using site rails and

3 441.72 stacking excavated stuff including up to all required 149.48 Cu.mt.

lead cleaning the site etc. complete for all lifts and

strata as specified. ( B ) In hard murrum, boulders

incl. maccadam road 1.50 mt to 3.00 mt depth

Excavation 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 provisions using site rails and

4 448.20 stacking excavated stuff including up to all required 104.03 Cu.mt.

lead cleaning the site etc. complete for all lifts and

strata as specified. ( A ) In all sorts of soil and soft

murrum 3.00 mt to 4.50 mt depth

Excavation 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 provisions using site rails and

5 304.20 stacking excavated stuff including up to all required 110.09 Cu.mt.

lead cleaning the site etc. complete for all lifts and

strata as specified. ( A ) In all sorts of soil and soft

murrum 4.50 mt to 6.00 mt depth

Providing & Supplying ISI Standrad R.C.C. Pipes ( of

Sulphate Resisting Cement ) in standarad lengths of

following class and diameter suitable for either collar

joints or rubber ring joints including all taxes,

6 160.00 insurance, transportation, freight charges, octroi, 1097.87 R.mt.

inspection charges, loading, unloading, conveyance

to departmental stores, stacking etc. complete (IS-

458/1989) Class IRS/NP-4 (4) ( 300 mm dia.)

Lowering,laying and jointing R.C.C. pipes in C.M.

1:1/2of following diameters in proper position, grade

and alignment at all level as directed by Engineer-in-

7 160.00 charge including conveyance from stores to site of 120.19 R.mt.

work, labour, giving hydraulic testing as per isi code

(B) Class NP2,NP3,NP4 ( 4 ) 300 mm dia

Refilling the pipeline trenches incl. ramming,

watering, consolidating desposal of surplus stuff as

directed within a radius of 3 km. ( 1 ) Refilling as

In all sorts of soil and soft murrum, hard Murrum and

boulders, Soft Rock, Hard Rock upto 5.50 mt. depth

Providing and constructing sewer manholes, scraper

manholes and unit house connection chamber , as

per the type design in brick masonary in CM 1:5 and

inside and outside 20mm thick plastering in C.M 1:3

necessary 100 mm coping with reinforcement in RCC

M-200 fixing C.I. steps and fixing manhole frame and

covers ( but excluding supply of manhole frame and

covers ) over scrapers manhole etc. complete,

10 8.00 providing and fixing safety chain whenever 92085.74 No.

necessary as per the stipulations in the type design

complete as per latest CPHEEO manual , ( excl.

excavation ). ( d ) Manhole type " D1 " circular type

having inside diameter of minimum 1500 mm and for

the depth beyond 6 mt to 10 mt ( for 150 mm to

mm dia sewers )

RCC precast M.H. Frame & Cover Manufacture,

supply & Delivery at store or at site of work precast

RCC M.200 Frame & cover suitable to drainage M.H.

and as per type design & Drawing including cost of

reinforcement M.S. Angles or Flate, curring mold

work etc. (A) Frame suitable for 50cm opening of MH

Heavy Duty 50 Tone Engineer in Charge

8.00 ( A ) Frame suitable for 50cm opening of MH 1132.21 No.

8.00 ( B ) Cover suitable for 50cm opening of MH 1184.73 No.

Add extra for disposing off the excavated stuff of

12 352.10 above item for lead of : (a) Frist 5 K.M. 165.23 Cu.mt.

Construction of granular sub-base Grading-I by

providing coarse graded B.T. machine crushed

material satisfying MOST specification of grading I

including spreading in uniform layers 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, etc

Contigency 2% Rs.

Grand Total Rs.

Grand Total Rs.

(A) Total Tendered amount Rs.

(B) Rebate on above tendered amount (if any) ………..% (in figure) Rs.

(C) Net Tendered amount (A-B) Rs.

(* 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 directed.

Note:- 2 Rates quoted include clearance of site ( prior commencement of work and its close ) in all

respects and hold good work under all conditions,site,moisture,weighter etc.

Note:- 3 I/We have read the conditions mentioned in this tender and agree to abide by the same.