PROVIDING, SUPPLYING, L. L. & J. P.V.C. PIPE LINE AND CONSTRUCTION OF WALL AT SASOI WELL UNDER M&R TO SASOI RWSS.

NAME OF WORK:- PROVIDING, SUPPLYING, L. L. & J. P.V.C. PIPE LINE AND CONSTRUCTION OF WALL AT

SASOI WELL UNDER M&R TO SASOI RWSS.

Taluka: Jamnagar "SCHEDULE = B" DIST : JAMNAGAR

Memorandum showing the approximate quantities for items of works lto be carried out for the

above work.Approximate amount put to tender Rs...

Qty.Estd. But Unit Items Rate Per Amount Rs.

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, transportation,

freight charges, octroi, inspection charges,

loading, unloading, conveyance to the

departmental stores and including cost of jointing

meterial etc. complete

264.00 RMT. 200 mm Dia. PVC 6 kg/cm2 665.00 RMT.

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

lead cleaning the site etc. complete for all lifts and

strata as specified.

38.02 CU.M. In all sorts of soil and soft murrum 89.00 CU.M.

57.02 CU.M. In hard murrum, boulders incl. macadam road 135.00 CU.M.

38.02 CU.M. In soft rock and/or masonry in CM or L M or Lime 163.00 CU.M.

57.02 CU.M. In hard rock and / or in C. C. 1:2:4 or RCC with 372.00 CU.M.

blasting, breaking, chiseling, or by

chiseling/breaking only

Lowering, laying, fixing and jointing

PVC/uPVC/cPVC pipes and specials of following

class and diameter including cost of conveyance

from stores to site of works including cost of

labour, material, cement solvent, giving

satisfactory hydraulic testing as per ISI code.

264.00 RMT. 200 mm Dia. PVC 6 kg/cm2 37.00 RMT.

181.79 CuM Refilling the pipeline trenches incl. ramming, 22.00 CuM

watering, consolidating desposal of surplus stuff

as directed within a radius of 3 km. Refilling as

32.00 Hour Hydraulic Excavator 1 cum bucket capacity @ 60 718.98 Hour

Qty.Estd. But Unit Items Rate Per Amount Rs.

39.88 Cum Providing and laying cement concrete 1:2:4 ( 1 5984.00 Cum

Cement : 2 Coarse sand: 4 graded stone

aggregates 20 mm nominal size ) and curing

complete incl cost of formwork but excluding cost

of reinforcement for well steining work

3.13 MT Supplying cutting, bending, binding and placing in 73208.00 MT

position steel as per plan and design and as per ISS

2502 including cost of steel and binding wire for

reservoirs/structures only including lift up to 6 meter

height or depth below G.L. for -Do-Thermo mechanically

treated (TMT)bars Fe-415 grade for all diameters.

Excavation for well including removing and

spreading excavated stuffs directed with all lead.

In all sorts of soils & Soft Murrum

For Removal of Fallen Stuff [Desilting]

198.00 Cum 7.50 m to 9.00 m Depth 210.00 Cum

132.00 Cum 9.00 m to 10.50 m Depth 233.00 Cum

(B) Extra for dewatering for excavation in wet

condition and in all strata

For Removal of Fallen Stuff [Desilting]

198.00 Cum 7.50 m to 9.00 m Depth 77.00 Cum

132.00 Cum 9.00 m to 10.50 m Depth 96.00 Cum

Monoset sub. pump 3 phase 400/440 vott, 50 c/s.

A.C. Supply & 2900 RPM , as per IS 14220 MOC :

Casing: CI-FG260, Impeller : Bronze & Shaft :

2.00 No. S.M. 4.6 Monoset Sub. Pump 36346.00 No.

DOL / Star Delta starter suitable for local & remote

pump control application consisting of MPCB,

overload relay and contactors as per Type Il

coordination including digital voltmeter, analogue

ammeter with selector switch, run hour meter,

required protective relays & control accessories.

2.00 No. S. D. from 16 to 20 HP 13771.00 No.

PVC insulated flat submersible cable as per

detailed technical specifications of R/C of GWSSB

conforming to IS 694, IEC 60227 /

300.00 Rmt 1 R x 3 C x 4.0 mm 87.00 Rmt

Qty.Estd. But Unit Items Rate Per Amount Rs.

Contractors Silgnature Dy. Executive Engineer

P.H. S.Sub Division

I am / we are will to carry out the work at ____________________________%

percent above/below the above mentioned estimated rates.

1 All the items of work shall be carried out as per P.W.D. Head book Voi. I

and II ( Letest Dnd,) and the work shall be carried out as per general

specification of relevent items as per the booklet of P.H.S. Division

(G.W.S.& S.Board) Attached with the Tender copy and other specification

of division as directed.

2 All the column is schedule 'B' should be filled in ink and the total of the

entires in the last column shall be filled in by the contractor under his

3 Rates quoted shall be for the completed items of works and shall include

clearance of site prior to respect the holds good for work under all

condition site moisture weather etc.complete.

4 Necessary Rojkam should be made prior to commencment of work etc.

pressence of panchyat.

Contractor's Signature: DY.EXECUTIVE ENGINEER

P.H.S. SUB DIVISION