Construction Repairing work of Lift Irrigation Scheme At.Village- Mota Jambuda Tal.Netrang Dist.Bharuch

Name of Work :Construction for Repairing work of Lift Irrigation Scheme At. Village : Mota Jambuda Tal.

Netrang, District : Bharuch

Memorandum showing items of work to be carried out

Quantitie Estimated Rates

m d but Item of work In figure In Words Unit

No. may be Rs. Ps. quantities

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Rupees Two

directed upto lead of 50 Mts. and 6.0 Mt lift of Hundred

1 553.50 221.19 Twenty One Cmt

excavation below average G.L. including refilling, And Paise

cleaning the site with thin jungle cutting but Nineteen Only

excluding dewatering if any.

Excavation in All Sort Of Soil Up to 1.5 mt

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Rupees Three

directed upto lead of 50 Mts. and 6.0 Mt lift of

2 442.80 386.83 Six And Paise Cmt

excavation below average G.L. including refilling,

cleaning the site with thin jungle cutting but Only

excluding dewatering if any.

Excavation in Hard Murram Up to 1.5 mt

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where

directed upto lead of 50 Mts. and 6.0 Mt lift of Hundred Ninty

excavation below average G.L. including refilling, Six And Paise

cleaning the site with thin jungle cutting but

excluding dewatering if any.

Excavation in Soft Rock Up to 1.5 mt

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Rupees Nine

directed upto lead of 50 Mts. and 6.0 Mt lift of Hundred Fifty

excavation below average G.L. including refilling, One And Paise

cleaning the site with thin jungle cutting but Forty Two Only

excluding dewatering if any.

Excavation in Hard Rock Up to 1.5 mt

Quantitie Estimated Rates

m d but Item of work In figure In Words Unit

No. may be Rs. Ps. quantities

Providing and laying hand mixed and unvibrated

plain cement concrete as under of different Thousand Seven

proportion for foundation lain in situ including Hundred

temping smooth finishing,curring, and lead upto Twenty Six

50 Mt. Moreover, lift 1.5 Mt. Etc.complete.. Paise Eighty

Providing Laying & joinig in standerd length ISI

Mark regid unplasticised PVC pipes suitable for

irrigation water with self fit joint including Rupees Seven

necessary fittings like Tee,bend, Coupler, Hundred Eleven

reducer, End cap joining material (Cement And Paise Four

Solvent )of following class and dia as per IS Only

specification No.4985 / 2000 etc. comp.

(6.00 kg/cm2)180 mm dia.

Providing Laying & joinig in standerd length ISI

Mark regid unplasticised PVC pipes suitable for

irrigation water with self fit joint including

necessary fittings like Tee,bend, Coupler,

7 390.00 386.83 Six And Paise Rmt

reducer, End cap joining material (Cement

Solvent )of following class and dia as per IS

specification No.4985 / 2000 etc. comp.

(4.00 kg/cm2)160 mm dia.

Providing Laying & joinig in standerd length ISI

Mark regid unplasticised PVC pipes suitable for

irrigation water with self fit joint including

necessary fittings like Tee,bend, Coupler,

8 738.00 294.92 Four And Paise Rmt

reducer, End cap joining material (Cement

Solvent )of following class and dia as per IS

specification No.4985 / 2000 etc. comp.

(4.00 kg/cm2)140 mm dia.

Providing and fixing in position R.C.C. pipe of NP2

class are as per IS 458 1971 of following dia. with

collar including caulking joints in cm.(1:1) using

jute string soaked in cement slurry and finishing

9 20.00 joints and laying pipe to the designed grade and 798.91 No

levels including making connections with

Ninety One only

masonary chambers testing of pipe line as per

design condition curing as directed with all leads

and lifts etc.complete. (300 mm)

Quantitie Estimated Rates

m d but Item of work In figure In Words Unit

No. may be Rs. Ps. quantities

Providing and Erecting mono set Three phase

400/440 Vott,50 c/s A.C Supply & 2900 RPM

Including Lowering laying pipeline,fixing of

valve,panal boerd & including fixing of nrv on

delivery side (rising main to over head tank )with

10 2.00 required accessaries.(H.P/Lps/Head.) .(Mono 27746.72 No

Forty Six Paise

Block Pump Set) (Madav)

2 No of pump set with motor, each having

H.P. and discharge of 17.00 LPS, with Head of

(7.50 HP x 2 Pumps = 15.00 HP)

Providing & Fitting A.C Three phase Oil immersed Thousand Six

11 2.00 starter(D.O.L) star/delta & A.T.S Type with 8662.03 Hundred Sixty No

metering panel. Starter / Panel (7.50 HP each) Two And Paise

Providing of rewireable TP type M.C.T.P. Main Rupees One

Switches of re-wireable fuses suitable for 415 V Thousand Three

acceptable makes as per category-II & III Hundred Thirty

approved by Electrical Division, Govt. of Gujarat, Five And Paise

R&B Department. Main Switch - rewirable TP Twenty Five

type(32 Amp each) only

Providing Three Core Flate PVC insulatedwater

proof & flexible copper cable used for the sub-

motor pump & shall confirming to IS 690 size mm

13 640.00 176.32 Seventy Six And Rmt

acceptable make Finolex /Goodcab/ Jainson

/MG/Reliance (1.5 to 16sq.mm Sabar (25

sq.mm)) PVC insu.Copper Cable 4.00 Sq.mm

Providing Three Core Flate PVC insulatedwater Rupees Two

proof & flexible copper cable used for the sub- Hundred

motor pump & shall confirming to IS 690 size mm Seventy Nine

acceptable make Finolex /Goodcab/ Jainson And Paise

/MG/Reliance (1.5 to 16sq.mm Sabar (25 Eighty Eight

sq.mm)) PVC insu.Copper Cable 6.00 Sq.mm Only

Providing Indor type shunt power capacitor with Rupees Two

G.E.B. test certificate with ISI mark as perIS 2834 Hundred Eleven K V A

(Latest addition (MMP) Type (DRY) Oil And Paise Nine R

Impreganted) Capacitor 2.50 KVAR each Only

Quantitie Estimated Rates

m d but Item of work In figure In Words Unit

No. may be Rs. Ps. quantities

Clamp made from M.S. plate with three holes on

either side with nuts and bolts of std. make and

16 3.00 693.87 Three And Pair

suitable size.M.S.Clamp M.S.Clamp 450 mm

Length x 65 mm width x 10 mm thickness

Approved make / ELCB / RCCBS confirming to

IS:12640 and having sensitively of 30 MA and

short circuit withstand capacity of 6 K.A. and Rupees Two

suitable for operation on 3 phase and neutral 415 Thousand Five

V. having characteristic of quick action & tripping Hundred

with all advance feature & do not in-corporate Seventy Eight

any electronic component for following max. And Paise Fifty

rating erected as directed.E.L.C.B. (Cat. III) 25 Eight Only

Amp. To 100 Amp.ELCB (Earth Leakage Circuit

Breakers) Category – III (25 Amp.)

Supplying & erecting funnel type earthing having

earth plate of following size burred in specificaiy

prepared eath pit 3 mtr. Bellow ground with 40Kg.

charcoat and salt with alternate layers of charcoal &

salt 20mm. dia. G.I. pipe with funnel with a wire mesh Rupees One

for watering & brick masonary block, C.I.

covercomplete as per para 7.3 of IS 3043 with

18 1.00 necessary length of double GalvanisedIron /copper 1626.27 Each

earth wire No. 6 SWG bolted with lug to the plate and

covered in 12mm dia ,G.I. pipe 2.5 mtr. Long Paise Twenty

complete connected to the nearest switch gear with Seven Only

end socket as per direction & duly tested by earth

tester confirming to IS (as per Drawing) with following

specification. With 30 x 30x0.35 cm C.I.Earth Plate

Earthing for Pannel Board ( B Type)

Triple pole & neutral 440 V /500 V panel mounting Rupees Five

bus bars having current Density not more than 0.8 Hundred Eighty

Amp/Sq.mm (A) (100 Amp. Capacity )Tripol Pole Two and paise

Netural Pannel Bus bar (A).100 Amp. Capacity Three only

Providing & Constucting Different Type of Eight Thousand

20 14.00 Kundies AS Per Drawing & Design As Directed. 28989.00 Nine Hundred No

(A)Airvent Cum Outlet Kundi Eighty Nine

Quantitie Estimated Rates

m d but Item of work In figure In Words Unit

No. may be Rs. Ps. quantities

Providing & Constucting Different Type of Thousand Seven

21 6.00 Kundies AS Per Drawing & Design As Directed. 9722.00 Hundred No

(B)Airvent Kundi Twenty Two

Providing & Constucting Different Type of Rupees Twenty

Kundies AS Per Drawing & Design As Directed Nine Thousand

(C)Sluice Valve Chamber 150 mmdia Fifty Only

In Words Rs. Eighteen Lacs Fourteen Thousand Seven Hundred Sixty Only.

Deputy Executive Engineer, Executive Engineer,

SUB UNIT1/2(GWM) UNIT-2(GWM)

(A) Total tendered amount Rs.

(B) Rebate on above tendered amount ( If any) ______% Rs.

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

Note :- The other conditions of schedule - B will reamin unchanged. Contractor shall state own NIL

percentage if no reduction is offered

1) The Contractor shall exhibit a board with detailed specification and details of work

asdirected by the Engineer-In-Charge for which no extra payment shall be made.

2) The labor cess will be deducted as per prevailing rules i.e.1% of the work done.

3) GST and Income tax TDS will be deducted at a source while making payments of bills

4) In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt.G.R.:PRC-10/2017CementConsumption/16/CDate:11/05/2017asstatedin

S.O.R.thereforeinR.C.C.itemswherethereisachangeasperactualmixdesignthecost

of difference of cement consumption have been deducted from the rate of original item at the rate of

input rate mentioned in all the tender.

Deputy Executive Engineer, Executive Engineer,

SUB UNIT 3/2(GWM) UNIT-2(GWM)

Rajpipla Ukai 5/5