Repairing work of Drainage Line Line at Hapsabens House and Jaldevi Mata Mandir in Gandevi Municipality, Gandevi.

NAME OF WORK :- Repairing work of Drainage Line Line at Hapsaben's House

and Jaldevi Mata Mandir in Gandevi Municipality, Gandevi.

Sr. No. QTY. Item Description Rate Unit Amount

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 stacking

excavated stuff including up to all required lead

1 90.00 cleaning the site etc. complete for all lifts and strata as 253.51 Cu.mt.

specified. ( D ) In hard rock and or in C.C. 1:2:4 or

RCC with blasting, breaking, chiseling, or by

chiseling/breaking only. 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 stacking

2 180.00 excavated stuff including up to all required lead 136.35 Cu.mt.

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 stacking

3 180.00 excavated stuff including up to all required lead 149.48 Cu.mt.

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 stacking

4 99.00 excavated stuff including up to all required lead 104.03 Cu.mt.

cleaning the site etc. complete for all lifts and strata as

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

mt to 4.50 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,

5 20.00 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-

charge including conveyance from stores to site of

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 directed.

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,

9 4.00 providing and fixing safety chain whenever necessary 92085.74 No.

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 1800 mm dia

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

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

Duty 50 Tone Engineer in Charge

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

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

Add extra for disposing off the excavated stuff of

11 90.18 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 complete.

Providing and laying Interlocking Road paver block of

minimum 80mm thick ( M - 30 ) High Strength Paver

Block in white cement base and of approved colour

and design including fixing in avg. 70mm thick stone

dust bedding including ramming and fitting blocks in

line and level with necessary copaction by vibrator etc

13 220.00 complete as directed including finishing the joints with 984.05 Sq.mt

sweeping dry fine sand in to joints including vibrating

with plate compactor etc. complete as directed. The

edges/end of the pavement shall be finished with 1:2:4

concrete. The rate shall be inclusive of concrete.

Refitting of Paver Block 60 mm / 80 mm thick with

grade of concrete pnumatic compressed by

mechanically pressed and as per approved design

14 40.00 including 25mm Sand layer for levelling and filling the 454.81 Sq.mt

joint with sand in proper line and level etc complete.

Engineer In Charge.

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.