Construction, Operation & Maintenance (for 5 Years) of Lift Irrigation Scheme At. Nalotha Tal.Valod Dist.Tapi (Second Attempt)

Name of Work :Construction, Operation & Maintanance (For 5 years) of Lift Irrigation Scheme At. Village :NALOTHA,

Tal.VALOD , District :TAPI

Memorandum showing items of work to be carried out

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated according to

Item of work In figure Unit

No. but may be In Words estimated

more or less Rs. Ps. quantities

Excavation of pipeline trenches/ foundation trenches

in the strata shown below including depositing the Rupees Two

excavated stuff as and where directed upto lead of 50 Hundred

1 2658.34 Mts. and 6.0 Mt lift of excavation below average G.L. 221.19 Twenty One Cmt

including refilling, cleaning the site with thin jungle And Paise

cutting but excluding dewatering if any. (A) Soft Nineteen Only

Soil (1) 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

Mts. and 6.0 Mt lift of excavation below average G.L.

2 2399.11 386.83 Six And Paise Cmt

including refilling, cleaning the site with thin jungle

cutting but excluding dewatering if any.

(B) Hard Murrum (1) Up to

Excavation of pipeline trenches/ foundation trenches

in the strata shown below including depositing the

excavated stuff as and where directed upto lead of

Mts. and 6.0 Mt lift of excavation below average G.L.

3 44.44 442.38 Two And Paise Cmt

including refilling, cleaning the site with thin jungle

cutting but excluding dewatering if any.

(B) Hard Murrum (2) 1.50 to

Excavation of pipeline trenches/ foundation trenches

in the strata shown below including depositing the

excavated stuff as and where directed upto lead of

4 207.30 Mts. and 6.0 Mt lift of excavation below average G.L. 496.92 Ninety Six And Cmt

including refilling, cleaning the site with thin jungle

cutting but excluding dewatering if any.

(C) Soft Rock (1) 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

Mts. and 6.0 Mt lift of excavation below average G.L. Hundred Sixty

including refilling, cleaning the site with thin jungle Two And Paise

cutting but excluding dewatering if any.

(C) Soft Rock (3) 3.00 to

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated according to

Item of work In figure Unit

No. but may be In Words estimated

more or less Rs. Ps. quantities

Excavation of pipeline trenches/ foundation trenches

in the strata shown below including depositing the

excavated stuff as and where directed upto lead of

Mts. and 6.0 Mt lift of excavation below average G.L. Thirty Seven

including refilling, cleaning the site with thin jungle And Paise

cutting but excluding dewatering if any.

(D) Hard Rock (4) 5.00 to

Providing and laying hand mixed and unvibrated

plain cement concrete as under of different Rupees Four

proportion for foundation lain in situ including Thousand

temping smooth finishing,curring, and lead upto 50 Seven Hundred

Mt. Moreover, lift 1.5 Mt. Etc.complete Twenty Six And

P.C.C. 1:2:4.( 25 mm & Under)

Providing and fixing in position T.M.T. Bar

reinforcement or tor steel bars reinforcement as per

detail drawing and design including cutting bending Rupees Sixty

8 2048.00 and binding in position with binding wires as directed 64.64 Four And Paise Kg

with all leads and lifts etc. complete. Sixty Four Only

TMT ISI Mark Bar Fe-415

Providing and laying in position RCC as under

proportion using cement sand and crushed aggregate Rupees Five

(25 mm and under) for plinth course, lintels, slabs, Thousand

beams, columns, chajja,lofts,barrels,etc. including Seven Hundred

cost of frame work providing and shuttering temping Eighty Four And

smooth finishing,curring as directed with all leads and Paise Twenty

lifts etc.complete. Seven Only

Providing Laying & joinig in standerd length ISI Mark

regid unplasticised PVC pipes suitable for irrigation

water with self fit joint including necessary fittings like

10 220.00 Tee,bend, Coupler, reducer, End cap joining material 1366.53 Rmt

(Cement Solvent )of following class and dia as per IS

specification No.4985 / 2000 etc. comp.

(6.00 kg/cm2) 250 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

11 260.00 Tee,bend, Coupler, reducer, End cap joining material 1267.55 Rmt

(Cement Solvent )of following class and dia as per IS

Paise Fifty Five

specification No.4985 / 2000 etc. comp.

(4.00 kg/cm2) 280 mm dia.

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated according to

Item of work In figure Unit

No. but may be In Words estimated

more or less Rs. Ps. quantities

Providing Laying & joinig in standerd length ISI Mark

regid unplasticised PVC pipes suitable for irrigation Rupees Nine

water with self fit joint including necessary fittings like Hundred Fifty

12 340.00 Tee,bend, Coupler, reducer, End cap joining material 952.43 Two And Paise Rmt

(Cement Solvent )of following class and dia as per IS Forty Three

specification No.4985 / 2000 etc. comp. Only

(4.00 kg/cm2) 250mm 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

13 175.00 Tee,bend, Coupler, reducer, End cap joining material 597.92 Rmt

(Cement Solvent )of following class and dia as per IS

specification No.4985 / 2000 etc. comp.

(4.00 kg/cm2) 200mm dia.

Providing Laying & joinig in standerd length ISI Mark

regid unplasticised PVC pipes suitable for irrigation Rupees Four

water with self fit joint including necessary fittings like Hundred

14 300.00 Tee,bend, Coupler, reducer, End cap joining material 494.90 Ninety Four Rmt

(Cement Solvent )of following class and dia as per IS And Paise

specification No.4985 / 2000 etc. comp. Ninety Only

(4.00 kg/cm2) 180 mm dia.

Providing Laying & joinig in standerd length ISI Mark

regid unplasticised PVC pipes suitable for irrigation Rupees Three

water with self fit joint including necessary fittings like Hundred Eighty

15 155.00 Tee,bend, Coupler, reducer, End cap joining material 386.83 Six And Paise Rmt

(Cement Solvent )of following class and dia as per IS Eighty Three

specification No.4985 / 2000 etc. comp. Only

(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

16 4178.00 Tee,bend, Coupler, reducer, End cap joining material 294.92 Rmt

(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 1988 of following dia. with

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

string soaked in cement slurry and finishing joints and Thousand Five

laying pipe to the designed grade and levels including Hundred

making connections with masonary chambers testing Seventy Four

of pipe line as per design condition curing as directed And Paise Fifty

with all leads and lifts etc.complete. Nine Only

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated according to

Item of work In figure Unit

No. but may be In Words estimated

more or less Rs. Ps. quantities

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

class are as per IS 458 1988 of following dia. with

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

string soaked in cement slurry and finishing joints and Hundred

laying pipe to the designed grade and levels including Ninety Eight

making connections with masonary chambers testing and Paise

of pipe line as per design condition curing as directed Ninety One

with all leads and lifts etc.complete. Only

Providing and jointing ISI marked M.S.pipe of

requiered length with M.S,Flange of following dia by

necessary cutting & welding works & laying the same

in excavated trench of rising main, suction / delivery

of pump motor. after laying the flanged pipes joint

19 10.50 1377.64 Hundred Rmt

with necessary nut bolt of requier size by using rubber

packing of requier thickness . after fitting M.S.Pipe.

And Paise Sixty

Paint the M.S. pipe wih anticorrsive paint etc comp.

100 mm dia (5.40 mm)

Providing and jointing ISI marked M.S.pipe of

requiered length with M.S,Flange of following dia by

necessary cutting & welding works & laying the same Rupees One

in excavated trench of rising main, suction / delivery Thousand Six

of pump motor. after laying the flanged pipes joint Hundred Sixty

with necessary nut bolt of requier size by using rubber Seven And

packing of requier thickness . after fitting M.S.Pipe. Paise Fifty One

Paint the M.S. pipe wih anticorrsive paint etc comp. Only

125 mm dia (5.40 mm)

Providing and jointing ISI marked M.S.pipe of

requiered length with M.S,Flange of following dia by

necessary cutting & welding works & laying the same

in excavated trench of rising main, suction / delivery

of pump motor. after laying the flanged pipes joint

21 10.00 3133.02 Hundred Thirty Rmt

with necessary nut bolt of requier size by using rubber

packing of requier thickness . after fitting M.S.Pipe.

Paint the M.S. pipe wih anticorrsive paint etc comp.

200 mm dia (6.30 mm)

Providing and Fixing I S I mark following class & dia of

different type of valves with necessary fittings of Rupees Five

standerded design and specification incl. testing with Thousand Sixty

all leads and lifts etc.complete.(AS per Is 14846-2000) Five And Paise

Sluice Valve 125 mm dia

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated according to

Item of work In figure Unit

No. but may be In Words estimated

more or less Rs. Ps. quantities

Providing and Fixing I S I mark following class & dia of

different type of valves with necessary fittings of

23 6.00 standerded design and specification incl. testing with 4111.71 N0

all leads and lifts etc.complete.

Double Acting Air Valve 80 mm dia

Providing and Fixing I S I mark following class & dia of Rupees Seven

different type of valves with necessary fittings of Thousand Five

24 3.00 standerded design and specification incl. testing with 7581.06 Hundred Eighty N0

all leads and lifts etc.complete. One And Six

Reflux Valve 125 mm dia Only

Providing and constructing of different type of Pump

lacs Forty Nine

Room and quarter

25 1.00 349616.00 Thousand Six No.

(Type-B) Size 3.00 X 5.00 Mt

1. Providing and constructing different type of Main

Delivery Chamber:

26 1.00 110446.00 Thousand Four No

(Type-F) Size 2.70 X 2.20 X 1.50 Mt

Dewatering by pumping set of require capacity

including temporary plateform carting pumping at site Rupees Thirty

and fixing the same position incl all accessories and Seven And

fuel and labour etc. comp. Paise Eleven

(5.00 H.P.Engine x 30 hr = 150 HP-hr) Only

Supplying & Fixing Portion submerged arc M.S.Railway Rupees Four

bend outside coated with best quility bituminious Thousand Six

paint having bewelled ends pates coil confirming to Is Hundred Thirty

3589/2001 or its latest version/ammendments for Six And Paise

following Dia. Ninety One

200 mm dia( Short Bend) Only

Supplying & Fixing Portion submerged arc M.S.Railway

bend outside coated with best quility bituminious

paint having bewelled ends pates coil confirming to Is

29 3.00 2084.64 Eighty Four No

3589/2001 or its latest version/ammendments for

And Paise Sixty

125 mm dia( Short Bend)

Providing & Erecting mono set Three phase 400/440

volts 50 c/s A.C. Supply & 2900 RPM including

lowering,laying pipeline,fixing of valves,pannel board Rupees Thirty

& including fixing of NRV on delivery side(rising main Nine Thousand

to over head tank)with required Three Hundred

accessaries(HP.Lps.Head) etc comp . .(Mono Pump Forty Five And

Set) Paise Fifty Six

3 No of pump set with motor, each having 12.50 H.P. Only

and discharge of 18.00 LPS, with Head of 23.00 mt

(12.50 HP x 3 Pumps = 37.50 HP)

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated according to

Item of work In figure Unit

No. but may be In Words estimated

more or less Rs. Ps. quantities

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

31 3.00 starter(D.O.L) star/delta & A.T.S Type with metering 15441.02 Hundred Forty No

panel. Starter / Panel (12.50 HP each) One and paise

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

Switches of re-wireable fuses suitable for 415 V Thousand

32 3.00 acceptable makes as per category-II & III approved by 2097.03 Ninety Seven No

Electrical Division, Govt. of Gujarat, R&B Department. And Paise

Main Switch - rewirable TP type(63 Amp each) Three Only

Providing Three Core Flate PVC insulatedwater proof Rupees Two

& flexible copper cable used for the sub-motor pump Hundred

& shall confirming to IS 690 size mm acceptable make Seventy Nine

Finolex /Goodcab/ Jainson /MG/Reliance (1.5 to And Paise

16sq.mm Sabar (25 sq.mm)) PVC insu.Copper Eighty Eight

Cable 6.00 Sq.mm Only

Providing Three Core Flate PVC insulatedwater proof

& flexible copper cable used for the sub-motor pump Rupees One

& shall confirming to IS 690 size mm acceptable make Hundred Thirty

Finolex /Goodcab/ Jainson /MG/Reliance (1.5 to And Paise Ten

16sq.mm Sabar (25 sq.mm)) PVC insu.Copper Only

Cable 2.50 Sq.mm

Providing Indor type shunt power capacitor with Rupees Two

G.E.B. test certificate with ISI mark as perIS 2834 Hundred

(Latest addition (MMP) Type (DRY) Oil Impreganted) Eleven And

Capacitor 5.00 KVAR each Paise Nine Only

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

either side with nuts and bolts of std. make and Ninety Three

suitable size.M.S.Clamp M.S.Clamp 450 mm Length x And Paise

65 mm width x 10 mm thickness Eighty Seven

Approved make / ELCB / RCCBS confirming to IS:12640

and having sensitively of 30 MA and short circuit

withstand capacity of 6 K.A. and suitable for operation

on 3 phase and neutral 415 V. having characteristic of

37 3.00 quick action & tripping with all advance feature & do 3049.34 NO

not in-corporate any electronic component for

Thirty Four Only

following max. rating erected as directed.E.L.C.B. (Cat.

III) 25 Amp. To 100 Amp.ELCB (Earth Leakage Circuit

Breakers) Category – III (63 Amp.)

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated according to

Item of work In figure Unit

No. but may be In Words estimated

more or less Rs. Ps. quantities

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 for watering & brick masonary Rupees Seven

block, C.I. covercomplete as per para 7.3 of IS 3043 with Thousand One

necessary length of double GalvanisedIron /copper earth Hundred Eighty

wire No. 6 SWG bolted with lug to the plate and covered in Nine And Paise

12mm dia ,G.I. pipe 2.5 mtr. Long complete connected to Eighty Three

the nearest switch gear with end socket as per direction & Only

duly tested by earth tester confirming to IS (as per

Drawing) with following specification. With 45 x

0.45x0.35 cm C.I.Earth Plate Earthing for Pannel Board (

Triple pole & neutral 440 V /500 V panel mounting bus bars

having current Density not more than 0.8 Amp/Sq.mm (A)

39 4.50 582.03 Eighty Two And Rmt

(100 Amp. Capacity )Tripol Pole Netural Pannel Bus bar

(A).100 Amp. Capacity Paise Three

Providing & Constucting Different Type of Kundies AS

Per Drawing & Design As Directed.

40 1.00 9722.00 Seven Hundred No

(A)Airvent Kundi

Providing & Constucting Different Type of Kundies AS Rupees Twenty

Per Drawing & Design As Directed. Eight Thousand

(A)Airvent Cum Outlet Kundi Ninety Only

Providing & Constucting Different Type of Kundies AS Rupees Twenty

Per Drawing & Design As Directed Nine Thousand

(B)Sluice Valve Chamber 150 mmdia Ninety Only

Providing & Constucting Different Type of Kundies AS Rupees Thirty

Per Drawing & Design As Directed Four Thousand

(C)Sluice Valve Chamber 200 mmdia Thirty One Only

Providing & Constucting Different Type of Kundies AS

Per Drawing & Design As Directed

44 1.00 40624.00 Hundred No

(D)Sluice Valve Chamber 250 mmdia

Providing Chain Pully Block with Tripplr gear Rupees

arrengement lifting hook ,load chain, hand chain & Seventeen

locking device with necessary mounting Thousand Five

gurder/structure,spur gear travilling trolly and all Hundred

accessaries Seventy Four

(2.00 Tone Capacity) etc Complete. Only

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated according to

Item of work In figure Unit

No. but may be In Words estimated

more or less Rs. Ps. quantities

Providing and fixing 10mm diameter M.S.bars welded

46 0.56 mesh Jali of cover over outlet pipe on coat of 1628.12 Smt

anticorrosive oil painting three coats etc.complete.

Providing & Fixing " U " steps fabricated out of 16 mm Rupees Ninety

dia M S Bar As per Drawing & design including Seven And

applying Two coats of Oil paint over one coat of Paise Ninety

anticorrosive paintetc.Comp. Seven Only

Providing and fabricating steel platforms on

Mt.R.C.C. jack well with walk way and railing around

48 25.90 6507.43 Hundred Seven Smt

jack well including fabrication,errection work

And Paise Forty

Diversion of water course/ Providing Coffer dam & Rupees Eleven

Bound of Island as may be Necessary for foundetion & Thousand Six

Maintaining the same for the period as may be Hundred

necessary etc.complete. Fifteen Only

Providing & fixing M.S. channel section/Angle section

(medium weight) including fabricating, applying two

coats of oil paint over one coat of anti corrosive paints

50 37.80 81.81 One And Paise Kg

with fixing over wall of pump room / RCC pillar etc.

Eighty One Only

comp. (Pump lowering Arrangement) M.S Angle ISA

40x40x6mm. For pump lowering arrangment

Operation & Maintanance of Lift Irrigation Scheme

with Civil, Mechnical and Electric Maintainance

including formation and Registration of co-opretive Rupees Two

society of beneficeries and handing over charge to the lacs Eight

51 5 Registered society after Completion of O & M period 208632.00 Thousand Six Year

etc. Completed for 5 years Hundred Thirty

Refer detailed item specification for scope of work Two Only

and yearwise release of payment on achieving

specified targets.

In Words Rs.Seventy Nine Lacs Ninety Seven Thousand Five Hundred Fifty One Only

Deputy Executive Engineer, Executive Engineer,

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

(A) Total tendered amount Rs.

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

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated according to

Item of work In figure Unit

No. but may be In Words estimated

more or less Rs. Ps. quantities

(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) All works shall be carried out as per P.W.D. H.B. Vol. (I) & (II) and other specification of the

division or as directed

2) All the columns in Schedule should be filled in ink and the total entries in the last column should

be struck by the contractor under his signature.

3) Rates quoted included clearance of site (Prior commencement of work andat its close) in all

respect and hold good under all site conditioins i.e moisture, weather etc.

4) The contractor shall exhibit a board as per Government vernacular No.TNC/1099/24-S dated 8-

11-1991 with detail specifications and details of work and amount involvedat site at his own cost as

directed by Engineer -in-charge

Deputy Executive Engineer, Executive Engineer,

SUB UNIT 1/2(GWM) UNIT-2(GWM)

Name of Work :Construction, Operation & Maintanance (For 5 years) of Lift Irrigation Scheme At. Village :NALOTHA, Tal.VALOD

Tank Pump Road crossing Total

Sr.No Item House main Jack Well Dist.System Rate Unit Amount Remarks

3 X5 1.50 mt No Qty Total

(B) Hard Murrum

8 M.S.Reinforcement 2048.00 2048.00 64.64 K.G.

U PVC Pipe (6.00 kg/cm )

U PVC Pipe (4.00 kg/cm )

P & F R C C NP2 Class Pipe

Tank Pump Road crossing Total

Sr.No Item House main Jack Well Dist.System Rate Unit Amount Remarks

3 X5 1.50 mt No Qty Total

Providing & fixing M.S. Pipe

(A)Sluice valve

(B)Double acting air valve

(C)Reflux valve

27 Dewatering 400.00 400.00 37.11 Hp-hr

28 Short Bend 200 mm Dia. 4.00 4.00 4636.91 No.

29 Short Bend 125 mm Dia. 3.00 3.00 2084.64 No.

Mono set (3 set 12.50 H.P. & LPS

30 Pump set with Motor 3.00 3.00 39345.56 No

31 Starter / Panel(12.50 HP) 3.00 3.00 15441.02 No.

32 Main Switch(63 Amp) 3.00 3.00 2097.03 No.

PVC insu.Copper Cable

PVC insu.Copper Cable

35 Capacitor 5.00 KVAR each 15.00 15.00 211.09 KVAR

36 M.S.Clamp 450x65x10mm 3.00 3.00 693.87 Pair

37 E L C B(catIII)63Amp 3.00 3.00 3049.34 Each

38 Earthing for Pannel Board 1.00 1.00 7189.83 Each

Tank Pump Road crossing Total

Sr.No Item House main Jack Well Dist.System Rate Unit Amount Remarks

3 X5 1.50 mt No Qty Total

39 Tripole neutral 4.50 4.50 582.03 Rmt

Different Type Of Kundies

40 Airvent Kundi 1.00 1.00 9722.00 No.

41 Airvent /Out let 38.00 38.00 28990.00 No.

45 Chain Pully 1.00 1.00 17574.00 No.

46 M.S.bars welded mesh jali 0.56 0.56 1628.12 Smt

48 Steel Plateforms 4.50 Mt 25.90 25.90 6507.43 Smt

49 Diversion By Channel 1.00 1.00 11615.00 LS

Deputy Executive Engineer Executive Engineer

Sub unit-2/2(G W M) Unit-2(G W M )