Construction, Operation & Maintenance (For 5 Years) of Lift Irrigation Scheme At Village: Dhavadiya (Kachla Faliya) Tal.Zalod District : DAHOD (1st Attempt)

Name of Work :Construction, Operation & Maintenance (For 5 Years) of Lift Irrigation Scheme At Village: Dhavadiya

(Kachla Faliya) ,Tal. Zhalod, District: Dahod

Memorandum showing items of work to be carried out

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item according to

but may be Item of work In figure In Words Unit

more or Rs. Ps.

Excavation of pipe line trenches/foundation

trenches in the strata including all sort of Soil, Hard

Murrum, Soft Rock and Hard Rock depositing the

excavated stuff as and where directed up to lead of Hundred

1 2618.01 50.00 Mt. and below mentioned lift of excavation 221.19 Twenty One & Cmt

below average G.L. including refilling, cleaning the Paise

site with thin jungle cutting but excluding

dewatering if any.

All Sort Of Soil , Up to 1.5 mt

Excavation of pipe line trenches/foundation

trenches in the strata including all sort of Soil, Hard

Murrum, Soft Rock and Hard Rock depositing the

excavated stuff as and where directed up to lead of Hundred

2 2604.44 50.00 Mt. and below mentioned lift of excavation 386.83 Eighty Six & Cmt

below average G.L. including refilling, cleaning the Paise Eighty

site with thin jungle cutting but excluding

dewatering if any.

Hard Murrum Up to 1.50 mt

Excavation of pipe line trenches/foundation

trenches in the strata including all sort of Soil, Hard

Murrum, Soft Rock and Hard Rock depositing the

excavated stuff as and where directed up to lead of Hundred

3 29.44 50.00 Mt. and below mentioned lift of excavation 442.38 Forty Two & Cmt

below average G.L. including refilling, cleaning the Paise Thirty

site with thin jungle cutting but excluding

dewatering if any.

Hard Murrum 1.50 to 3.00 mt

Excavation of pipe line trenches/foundation

trenches in the strata including all sort of Soil, Hard

Murrum, Soft Rock and Hard Rock depositing the

excavated stuff as and where directed up to lead of Hundred Fifty

4 19.63 50.00 Mt. and below mentioned lift of excavation 452.48 Two & Paise Cmt

below average G.L. including refilling, cleaning the Forty Eight

site with thin jungle cutting but excluding

dewatering if any.

Hard Murrum 3.00 to 5.00 mt

Excavation of pipe line trenches/foundation

trenches in the strata including all sort of Soil, Hard

Murrum, Soft Rock and Hard Rock depositing the

excavated stuff as and where directed up to lead of Hundred

5 309.45 50.00 Mt. and below mentioned lift of excavation 496.92 Ninety Six & Cmt

below average G.L. including refilling, cleaning the Paise Ninety

site with thin jungle cutting but excluding

dewatering if any.

Soft Rock Up to 1.50 mt

Excavation of pipe line trenches/foundation

trenches in the strata including all sort of Soil, Hard

Murrum, Soft Rock and Hard Rock depositing the

excavated stuff as and where directed up to lead of Rupees Six

6 19.63 50.00 Mt. and below mentioned lift of excavation 662.56 Cmt

below average G.L. including refilling, cleaning the Fifty Six Only

site with thin jungle cutting but excluding

dewatering if any.

Soft Rock 3.00 to 5.00 mt

Excavation of pipe line trenches/foundation

trenches in the strata including all sort of Soil, Hard

Murrum, Soft Rock and Hard Rock depositing the

excavated stuff as and where directed up to lead of Hundred

7 19.63 50.00 Mt. and below mentioned lift of excavation 718.11 Eighteen & Cmt

below average G.L. including refilling, cleaning the Paise Eleven

site with thin jungle cutting but excluding

dewatering if any.

Soft Rock 5.00 to 6.00 mt

Providing and laying hand mixed and unvibrated

plain cement concrete as under of different Rupees Four

proportion for foundation lain in situ including Seven

8 2.73 temping smooth finishing,curring, and lead upto 50 4726.80 Hundred Cmt

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

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

reinforcement or tor steel bars reinforcement as

per detail drawing and design including cutting Rupees Sixty

9 1980.95 bending and binding in position with binding wires 64.64 Kg

as directed with all leads and lifts etc. complete. Only

Providing and laying in position RCC as under

proportion using cement sand and crushed Rupees Five

aggregate (25 mm and under) for plinth course, Thousand

lintels, slabs, beams, columns, Seven

10 27.47 chajja,lofts,barrels,etc. including cost of frame work 5784.27 Hundred Cmt

providing and shuttering temping smooth Eighty Four &

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

etc.complete. Seven Only

Providing laying & joining in standerd length ISI

Mark regied unplasticised PVC pipes Suitable for

Irrigation water with self fit joint including Rupees Two

necessary fittings like Thousand One

11 1070.00 Tee,Bend,Coupler,reducer,End cap joining material 2175.54 Rmt

(cement Solvent ) of following class and dia as per & Paise Fifty

IS specification No.4985 / 2000 etc. comp. Four Only

(6.00 kg/cm2)315 mm dia.

Providing laying & joining in standerd length ISI

Mark regied unplasticised PVC pipes Suitable for

Irrigation water with self fit joint including Rupees Nine

necessary fittings like Hundred Fifty

12 245.00 Tee,Bend,Coupler,reducer,End cap joining material 952.43 Two & Paise Rmt

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

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

(4.00 kg/cm2) 250 mm dia.

Providing laying & joining in standerd length ISI

Mark regied unplasticised PVC pipes Suitable for

Irrigation water with self fit joint including Rupees Five

necessary fittings like Hundred

13 180.00 Tee,Bend,Coupler,reducer,End cap joining material 597.92 Rmt

(cement Solvent ) of following class and dia as per Ninety Two

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

(4.00 kg/cm2)200 mm dia.

Providing laying & joining in standerd length ISI

Mark regied unplasticised PVC pipes Suitable for

Irrigation water with self fit joint including Rupees Four

necessary fittings like Hundred

14 175.00 Tee,Bend,Coupler,reducer,End cap joining material 494.90 Ninety Four & Rmt

(cement Solvent ) of following class and dia as per Paise Ninety

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

(4.00 kg/cm2)180 mm dia.

Providing laying & joining in standerd length ISI

Mark regied unplasticised PVC pipes Suitable for

Irrigation water with self fit joint including Rupees Three

necessary fittings like Hundred

15 130.00 Tee,Bend,Coupler,reducer,End cap joining material 386.83 Eighty Six & Rmt

(cement Solvent ) of following class and dia as per Paise Eighty

IS specification No.4985 / 2000 etc. comp. Three Only

(4.00 kg/cm2)160 mm dia.

Providing laying & joining in standerd length ISI

Mark regied unplasticised PVC pipes Suitable for

Irrigation water with self fit joint including Rupees Two

necessary fittings like Hundred

16 4943.00 Tee,Bend,Coupler,reducer,End cap joining material 294.92 Ninety Four & Rmt

(cement Solvent ) of following class and dia as per Paise Ninety

IS specification No.4985 / 2000 etc. comp. Two Only

(4.00 kg/cm2)140 mm dia.

Providing laying & joining in standerd length ISI

Mark regied unplasticised PVC pipes Suitable for

Irrigation water with self fit joint including Rupees One

necessary fittings like Hundred

17 10.00 Tee,Bend,Coupler,reducer,End cap joining material 192.91 Ninety Two & Rmt

(cement Solvent ) of following class and dia as per Paise Ninety

IS specification No.4985 / 2000 etc. comp. One Only

(4.00 kg/cm2)110 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

string soaked in cement slurry and finishing joints Rupees One

and laying pipe to the designed grade and levels Thousand

18 5.00 including making connections with masonary 1574.59 Rmt

chambers testing of pipe line as per design & Paise Fifty

condition curing as directed with all leads and lifts Nine Only

NP 2- 600 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

string soaked in cement slurry and finishing joints Rupees Seven

and laying pipe to the designed grade and levels Hundred

19 15.00 including making connections with masonary 798.91 Ninety Eight & Rmt

chambers testing of pipe line as per design Paise Ninety

condition curing as directed with all leads and lifts One Only

NP 2- 300 mm dia

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 / Rupees Five

delivery of pump motor. after laying the flanged Thousand

pipes joint with necessary nut bolt of requier size

20 20.00 5317.65 Hundred Rmt

by using rubber packing of requier thickness . after Seventeen &

fitting M.S.Pipe. Paint the M.S. pipe wih Paise Sixty

anticorrsive paint etc comp. (As per I.S. 3589/2001, Five Only

300 mm dia (7.10 mm thick )

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 with necessary nut bolt of requier size Thousand Six

21 80.00 by using rubber packing of requier thickness . after 1667.51 Hundred Sixty Rmt

fitting M.S.Pipe. Paint the M.S. pipe wih Seven & Paise

anticorrsive paint etc comp. (As per I.S. 3589/2001, Fifty One Only

125 mm dia (5.40 mm thick )

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 / Rupees One

delivery of pump motor. after laying the flanged Thousand

pipes joint with necessary nut bolt of requier size Three

22 8.50 by using rubber packing of requier thickness . after 1377.64 Hundred Rmt

fitting M.S.Pipe. Paint the M.S. pipe wih Seventy Seven

anticorrsive paint etc comp. (As per I.S. 3589/2001, & Paise Sixty

100 mm dia (5.40 mm thick )

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

23 4.00 5065.15 Sixty Five & N0

with all leads and lifts etc.complete. Paise Fifteen

Sluice Valve 125 mm dia

Double Acting Air Valve 50 mm dia Three & Paise

25 4.00 7581.06 Five Hundred N0

Reflux Valve 125 mm dia Eighty One &

26 1.00 37962.87 Nine Hundred N0

Reflux Valve 300 mm dia Sixty Two &

27 8.00 Providing and Fixing G.I. Pipe 50mm Dia. 390.87 Ninety & No

Providing and fabricating and Fixing Steel Rupees Six

platforms on R.C.C. jack well of different diameter Thousand

with walk way and railing around jack well Five Hundred

including fabrication, errection work etc.complete. Seven & Paise

Size of Platform (4500 mm dia) Only

Providing and constructing of different type of Lac Forty Five

Pump Room and quarter Thousand

(Type- B) Size 5.00 X 3.00 Mt Fifty Three

Providing and constructing of different type of Lac Ten

(Type- A) Size 1.50 X 2.20 X 1.50 Mt Ninety Three

Providing & fixing M.S. channel section/Angle

section (medium weight) including fabricating,

applying two coats of oil paint over one coat of anti Rupees Eighty

31 24.30 corrosive paints with fixing over wall of pump room 81.81 kg

/ RCC pillar etc. comp. Only

Structural work for pump lowering arrangment

Dewatering by pumping set of require capacity

including temporary plateform carting pumping at

site and fixing the same position incl all accessories Rupees Thirty

32 200.00 and fuel and labour etc. comp. 37.11 Seven & Paise HP-Hr

(5.00 H.P.Engine x 40 hr = 200 HP-hr)

Providing and fixing 10mm diameter M.S.bars Thousand Six

welded mesh Jali of cover over outlet pipe on coat Hundred

of anticorrosive oil painting three coats Twenty Eight

etc.complete. & Paise

Providing & Fixing " u " steps fabricated out of 16 Rupees Ninety

mm dia M S Bar As per Drawing & design including Seven & Paise

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

anticorrosive paintetc.Comp. Only

Supplying & fixing short bend out side coated with

best quality bituminus paint having beweolled and Rupees Two

plates or coil confirming to ISI 3589/ 2001 or its Thousand

35 4.00 latest revision/ammendment for following 2084.64 Eighty Four & No

thickness etc completed. Paise Sixty

125 mm dia ( Short Bend)

Supplying & fixing short bend out side coated with Rupees

best quality bituminus paint having beweolled and Eleven

plates or coil confirming to ISI 3589/ 2001 or its Thousand Six

36 4.00 latest revision/ammendment for following 11632.17 No

thickness etc completed. Paise

300 mm dia ( Short Bend) Only

Providing and erecting monoset three phase

400/440 Volt,50 c/s A.C supply & 2900 rpm Rupees Sixty

including lowering laying pipeline fixing of valves, One Thousand

panel board & including fixing of NRV on delivery Three

37 4.00 side(Rising main to over head tank) with required 61371.64 Hundred No

accessories 4 Nos

of 24.00 H.P. each 18 LPS, Head 49.00 mt. Four Only

Providing & fitting A. C. Three phase Oil One Thousand

38 4.00 immeresed starter (D.O.L.) star/ delta & A.T.S. 31541.10 No

Type) with metering panel ( 21 to 25 H.P. ) Paise Ten

Providing & fitting M.C.T.P. main switchs of

rewireable or I I R C type fuses suitable for 415 v Rupees Two

acceptable maks as per category-II & III approved

39 4.00 2097.03 Ninety Seven No

by Electrical Division, Govt. of Guj. R&B & Paise Three

Department. Only

Providing Three Core flate PVC insulated water

proof & flexible copper cable used for the sub- Rupees Two

motor pump & shall confirming to IS 690 size mm

40 320.00 279.88 Seventy Nine Rmt

acceptable makes finolex / Goodcab/ jainson/MG/ & Paise Eighty

Reliance (1.5 to 16 sq.mm) sabar (25 sq.mm) PVC Eight Only

insu.Copper Cable 6.00 Sq.mm

Providing Three Core flate PVC insulated water

proof & flexible copper cable used for the sub- Rupees Four

motor pump & shall confirming to IS 690 size mm

41 20.00 424.53 Twenty Four Rmt

acceptable makes finolex / Goodcab/ jainson/MG/ & Paise Fifty

Reliance (1.5 to 16 sq.mm) sabar (25 sq.mm) PVC Three Only

insu.Copper Cable 10.00 Sq.mm

Providing Indor type shunt power capacitor with Rupees Two

G.E.B. test certificate with ISI mark as per IS 2834 KVA

(or Latest addition) (MMP) Type (Dry) Oil Paise Nine

impreganted) (6 KVAR Each) Only

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

43 4.00 either side with nuts and bolts of std. make and 693.87 Ninety Three Pair

sutable size. M.S.Clamp 450 x 65 x 10 mm & Paise Eighty

Approved make E.L.C.Bs/RCCBs confirm to IS:

12640 and havin sensitivity of 30 mA and short Rupees Two

Circuit wiyhstand capacity of 6 KA and suitable for Thousand

44 4.00 opration on single phase 240 v having characteristic 2578.58 NO

of quick action & do not incorporate any electronic & Paise Fifty

component.for following Max.rating erected as Eight Only

directed. 25 Amps.DP

Supplying & erecting funnel type earthing having

earth plate of following size burred in speifically

prepared earth pit 3 mtr. Below ground with 40 Kg.

charcoal and salt with alternate layers of charcoal &

salt, 20 mm. dia. G. I. pipe with Funnel with a wire

mesh for watering & bricks masonry block, G. I. Rupees Seven

pipe with funnel with a wire mesh for watering & Thousand One

bricks masonry block, C. I. Cover complete as per Hundred

para 7.3 of IS 3043 with necessary length of double Eighty Nine &

Galvanised Iron / copperearth wire No. 6 SWG Paise Eighty

bolted with lug to the plate and covered in 12 mm Three Only

dia. G. I. pipe 2.5 mtr. long complete connected to

the nearest switch gear with end socket as per

direction & duly tested by earth tester confirming

to IS (As per drawing) with following specification.

(60x60x0.35 Cm) Copper Plate. Type-C

Triple pole& nneutral 440V/500Vpanel mounting Hundred

46 12.00 bus bars having current Density not more then 582.03 Eighty Two & Rmt

0.8Amp/Sq.mm (100 Amp) Paise Three

Providing & Constucting Different Type of Kundies Twenty Eight

AS Per Drawing & Design As Directed. Thousand

(A) Airvent Cum Outlet Kundi Eighty Nine

Providing & Constucting Different Type of Kundies Thousand

AS Per Drawing & Design As Directed Seven

(B) Airvent Kundi Twenty Two

Providing & Constucting Different Type of Kundies Rupees

AS Per Drawing & Design As Directed

49 9.00 29450.00 Thousand No

© Sluice Valve Chamber 150 mmdia Fifty Only

Providing & Constucting Different Type of Kundies Rupees Forty

AS Per Drawing & Design As Directed

50 1.00 40465.00 Four Hundred No

© Sluice Valve Chamber 250 mmdia Only

Diversion of water course/ Providing Coffer dam & Rupees

Bound of Island as may be Necessary for

51 1.00 11615.00 Thousand Six Job

foundetion & Maintaining the same for the period Hundred

as may be necessary etc.complete. Fifteen Only

Providing Chain Pully Block with Tripplr gear Rupees

arrengement lifting hook ,load chain, hand chain & Seventeen

locking device with necessary mounting Thousand

gurder/structure,spur gear travilling trolly and all Five Hundred

accessaries Seventy Four

(2.00 Tone Capacity) etc Complete. Only

Operation & Maintanance of Lift Irrigation Scheme

with Civil, Mechnical and Electric Maintainance Rupees Two

including formation and Registration of co-opretive Lac Seventy

society of beneficeries and handing over charge to Six Thousand

53 5.00 the Registered society. ( Dhavadiya Kachla F ) 276833.83 Year

Refer detailed item specification for scope of work & Paise Eighty

and yearwise release of payment on achieving Three Only

specified targets.

Rupees One Cror Six Lac Eleven Thousand Nine Hundred Sixty Four Only

Deputy Executive Engineer, Executive Engineer,

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

Name of Work :Construction, Operation & Maintenance (For 5 Years) of Lift Irrigation Scheme At Village: Dhavadiya (Kachla

Faliya) ,Tal. Zhalod, District: Dahod

Sr.No Pump Road crossing Total Rate Unit Amount Remarks

Pump Rising Jack Well Tank Dist.

House main System

4.50 Mts 1.50Mts

9 M.S.Reinforcement TMT Bar Fe - 415 1980.95 1980.95 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

Providing & fixing M.S. Pipe

(A)Sluice valve

(B)Double acting air valve

(C)Reflux valve

Steel Plateform

29 Pump room Type-B, 5.00x3.00 Mt. 1.00 1.00 345553.00 No.

31 (A) M.S. Channel Section(Angle) 24.30 24.30 81.81 KG

32 Dewatering (40X5HP= 200) 200.00 200.00 37.11 HP-HR

33 Welded mash jali 1.13 1.13 1628.12 Smt

35 Short Bend 125 mm Dia. 4.00 4.00 2084.64 No.

36 Short Bend 300 mm Dia. 4.00 4.00 11632.17 No.

Pump Set (4 set 24.00 H.P

38 Starter / Panel (21 to 25 H.P) 4.00 4.00 31541.10 No.

39 Main Switch (63 Amp) 4.00 4.00 2097.03 No.

PVC insu.Copper Cable

PVC insu.Copper Cable

42 Capacitor 6.00 KVAR 24.00 24.00 211.09 KVAR

43 M.S.Clamp 450x65x10mm 4.00 4.00 693.87 Pair

44 E L C B(catIII)25Amp 4.00 4.00 2578.58 No.

Earthing for Pannel Board

Tripol Pole Neutral 440-500

46 Panel bus bar 12.00 12.00 582.03 Rmt

Different Type Of Kundies

47 Airvent /Out let 31.00 31.00 28989.00 No.

48 Airvent kundi 4.00 5.00 9.00 9722.00 No.

49 S V chamber 150 mm dia. 9.00 9.00 29450.00 No.

50 S V chamber 250 mm dia. 1.00 1.00 40465.00 No.

51 Diversion (By Channel) 1.00 1.00 11615.00 job

52 Chain Pully (2 Tone) 1.00 1.00 17574.00 No.

Deputy Executive Engineer Executive Engineer

Sub unit-2/1(G W M) Unit-1(G W M )