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Tender Value
₹91.0 L
EMD Value
₹91,000
Closing Date
30 Jun 2026, 6:00 pm7d left
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, UNIT-1 (GWM),VADODARA
Construction ,Operation and Maintenance (for 5 years)of Lift Irrigation Scheme at Village Khangela. Please see SBD for details
314117
TENDER NOTICE 02 OF 2026-27
Open
Civil Works - Lift Irrigation Schemes
Vadodara
18 documents required · 18 mandatory
₹2,832
EXECUTIVE ENGINEER ,GWM UNIT-1 ,VADODARA
₹91,000
16 Jun 2026
16 Jun 2026
16 Jun 2026
30 Jun 2026
16 Jun 2026
Name of Work :Construction, Operation & Maintenance (For 5 Years) of Lift Irrigation Scheme
At Village: Khangela (Kharakuva Vandariya F.),Tal. Dahod, District: Dahod
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 In Words Unit
No. but may be estimated
more or less quantities
Excavation of pipeline trenches/foundation
trenches in the strata including all sort of Soil, Hard
Murrum, Soft Rock and Hard Rock depositing the Rupees Two
excavated stuff as and where directed up to lead of
1 2231.45 50.00 Mt. and below mentioned lift of excavation 221.19 Cmt
below average G.L. including refilling, cleaning the
site with thin jungle cutting but excluding Paise Only
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 Rupees
Murrum, Soft Rock and Hard Rock depositing the Three
excavated stuff as and where directed up to lead of Hundred
2 1839.38 50.00 Mt. and below mentioned lift of excavation 386.83 Eighty Six Cmt
below average G.L. including refilling, cleaning the and Eighty
site with thin jungle cutting but excluding Three Paise
dewatering if any. Only
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 Rupees Four
excavated stuff as and where directed up to lead of
3 29.44 50.00 Mt. and below mentioned lift of excavation 442.38 Cmt
below average G.L. including refilling, cleaning the
site with thin jungle cutting but excluding Only
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 Rupees Four
excavated stuff as and where directed up to lead of
4 19.63 50.00 Mt. and below mentioned lift of excavation 452.48 Cmt
below average G.L. including refilling, cleaning the
site with thin jungle cutting but excluding Only
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 Rupees Four
excavated stuff as and where directed up to lead of
5 340.13 50.00 Mt. and below mentioned lift of excavation 496.92 Cmt
below average G.L. including refilling, cleaning the
site with thin jungle cutting but excluding Only
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 Rupees Six
excavated stuff as and where directed up to lead of Hundred
6 19.63 50.00 Mt. and below mentioned lift of excavation 662.56 Sixty Two Cmt
below average G.L. including refilling, cleaning the and Fifty Six
site with thin jungle cutting but excluding Paise Only
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 Rupees
excavated stuff as and where directed up to lead of
7 19.63 50.00 Mt. and below mentioned lift of excavation 718.11 Cmt
below average G.L. including refilling, cleaning the
site with thin jungle cutting but excluding Paise Only
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 Thousand
proportion for foundation lain in situ including Seven
8 3.48 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
9 1992.04 bending and binding in position with binding wires 64.64 Kg
as directed with all leads and lifts etc. complete.
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
chajja,lofts,barrels,etc. including cost of frame work Hundred
providing and shuttering temping smooth Eighty Four
finishing,curring as directed with all leads and lifts and Twenty
etc.complete. Seven Paise
Providing laying & joining in standerd length ISI
Mark regied unplasticised PVC pipes Suitable for
Irrigation water with self fit joint including
necessary fittings like
11 675.00 Tee,Bend,Coupler,reducer,End cap joining material 2175.54 Rmt
(cement Solvent ) of following class and dia as per
IS specification No.4985 / 2000 etc. comp.
(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
necessary fittings like
12 585.00 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)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
13 280.00 Tee,Bend,Coupler,reducer,End cap joining material 494.90 Ninety Four Rmt
(cement Solvent ) of following class and dia as per and Ninety
IS specification No.4985 / 2000 etc. comp. Paise Only
(4.00 kg/cm2)180 mm dia.
Providing laying & joining in standerd length ISI
Mark regied unplasticised PVC pipes Suitable for Rupees
Irrigation water with self fit joint including Three
necessary fittings like Hundred
14 250.00 Tee,Bend,Coupler,reducer,End cap joining material 386.83 Eighty Six Rmt
(cement Solvent ) of following class and dia as per and Eighty
IS specification No.4985 / 2000 etc. comp. Three Paise
(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
necessary fittings like
15 3725.00 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 laying & joining in standerd length ISI
Mark regied unplasticised PVC pipes Suitable for
Irrigation water with self fit joint including
necessary fittings like
16 10.00 Tee,Bend,Coupler,reducer,End cap joining material 192.91 Rmt
(cement Solvent ) of following class and dia as per
IS specification No.4985 / 2000 etc. comp.
(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
and laying pipe to the designed grade and levels
17 10.00 including making connections with masonary 1574.59 Rmt
chambers testing of pipe line as per design
condition curing as directed with all leads and lifts
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 Rupees
string soaked in cement slurry and finishing joints Seven
and laying pipe to the designed grade and levels Hundred
18 15.00 including making connections with masonary 798.91 Ninety Eight Rmt
chambers testing of pipe line as per design and Ninety
condition curing as directed with all leads and lifts One Paise
etc.complete 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 Rupees Five
same in excavated trench of rising main, suction / Thousand
delivery of pump motor. after laying the flanged Three
pipes joint with necessary nut bolt of requier size Hundred
by using rubber packing of requier thickness . after Seventeen
fitting M.S.Pipe. Paint the M.S. pipe wih and Sixty
anticorrsive paint etc comp. (As per I.S. 3589/2001, Five Paise
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 / Rupees One
delivery of pump motor. after laying the flanged Thousand
pipes joint with necessary nut bolt of requier size Six Hundred
20 80.00 by using rubber packing of requier thickness . after 1667.51 Sixty Seven Rmt
fitting M.S.Pipe. Paint the M.S. pipe wih and Fifty
anticorrsive paint etc comp. (As per I.S. 3589/2001, One Paise
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 Rupees One
same in excavated trench of rising main, suction / Thousand
delivery of pump motor. after laying the flanged Three
pipes joint with necessary nut bolt of requier size Hundred
21 8.50 by using rubber packing of requier thickness . after 1377.64 Rmt
fitting M.S.Pipe. Paint the M.S. pipe wih Seven and
anticorrsive paint etc comp. (As per I.S. 3589/2001, Sixty Four
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
standerded design and specification incl. testing
22 4.00 5065.15 Sixty Five No
with all leads and lifts etc.complete.
Sluice Valve 125 mm dia
23 8.00 2903.75 Hundred No
Double Acting Air Valve 50 mm dia
Reflux Valve 125 mm dia Hundred
25 8.00 Providing and Fixing G.I. Pipe 50mm Dia. 390.87 Rmt
Providing and fabricating and Fixing Steel
platforms on R.C.C. jack well of different diameter
with walk way and railing around jack well
26 20.40 6507.43 Hundred Smt
including fabrication, errection work etc.complete.
Size of Platform (4500 mm dia)
Providing and constructing of different type of Forty Five
Pump Room and quarter Thousand
(Type- B) Size 5.00 X 3.00 Mt Hundred
Providing and constructing of different type of Six
(Type- G) Size 1.50 X 2.20 X 5.00 Mt Hundred
Providing & fixing M.S. channel section/Angle
section (medium weight) including fabricating, Rupees
applying two coats of oil paint over one coat of anti Eighty One
29 24.30 corrosive paints with fixing over wall of pump room 81.81 and Eighty kg
/ RCC pillar etc. comp. One Paise
Structural work for pump lowering arrangment
Dewatering by pumping set of require capacity
including temporary plateform carting pumping at Rupees
site and fixing the same position incl all accessories Thirty Seven
and fuel and labour etc. comp. and Eleven
(5.00 H.P.Engine x 40 hr = 200 HP-hr)
Providing and fixing 10mm diameter M.S.bars
welded mesh Jali of cover over outlet pipe on coat
31 1.13 1628.12 Twenty Smt
of anticorrosive oil painting three coats
Providing & Fixing " u " steps fabricated out of 16 Ninety
mm dia M S Bar As per Drawing & design including Seven and
applying Two coats of Oil paint over one coat of Ninety
anticorrosive paintetc.Comp. Seven Paise
Supplying & fixing short bend out side coated with
best quality bituminus paint having beweolled and
plates or coil confirming to ISI 3589/ 2001 or its
33 4.00 latest revision/ammendment for following 2084.64 No
thickness etc completed.
125 mm dia ( Short Bend)
Supplying & fixing short bend out side coated with
best quality bituminus paint having beweolled and
plates or coil confirming to ISI 3589/ 2001 or its
34 4.00 latest revision/ammendment for following 11632.17 No
thickness etc completed.
300 mm dia ( Short Bend)
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
panel board & including fixing of NRV on delivery Thousand
side(Rising main to over head tank) with required
35 4.00 61371.64 Hundred No
4 Nos of 17.50 H.P. each 17 LPS, Head 35.00 mt. and Sixty
Providing & fitting A. C. Three phase Oil
36 4.00 immeresed starter (D.O.L.) star/ delta & A.T.S. 17936.05 No
Type) with metering panel ( 16 to 20 H.P. )
Providing & fitting M.C.T.P. main switchs of Rupees Two
rewireable or I I R C type fuses suitable for 415 v Thousand
acceptable maks as per category-II & III approved Ninety
by Electrical Division, Govt. of Guj. R&B Seven and
Department. Three Paise
(63 Amp each) Only
Providing Three Core flate PVC insulated water Rupees Two
proof & flexible copper cable used for the sub- Hundred
motor pump & shall confirming to IS 690 size mm Seventy
acceptable makes finolex / Goodcab/ jainson/MG/ Nine and
Reliance (1.5 to 16 sq.mm) sabar (25 sq.mm) PVC Eighty Eight
insu.Copper Cable 6.00 Sq.mm Paise Only
Providing Three Core flate PVC insulated water Rupees Four
proof & flexible copper cable used for the sub- Hundred
motor pump & shall confirming to IS 690 size mm Twenty Four
acceptable makes finolex / Goodcab/ jainson/MG/ and Fifty
Reliance (1.5 to 16 sq.mm) sabar (25 sq.mm) PVC Three Paise
insu. Copper Cable 10.00 Sq.mm Only
Providing Indor type shunt power capacitor with
G.E.B. test certificate with ISI mark as per IS 2834 KVA
40 24.00 211.09 Eleven and
(or Latest addition) (MMP) Type (Dry) Oil R
impreganted) (6 KVAR Each)
Clamp made from M.S.Plate with three holes on
41 4.00 either side with nuts and bolts of std. make and 693.87 Pair
sutable size. M.S.Clamp 450 x 65 x 10 mm
Approved make E.L.C.Bs/RCCBs confirm to IS:
12640 and havin sensitivity of 30 mA and short
Circuit wiyhstand capacity of 6 KA and suitable for
42 4.00 opration on single phase 240 v having characteristic 2578.58 NO
of quick action & do not incorporate any electronic
component.for following Max.rating erected as
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. pipe with funnel with a wire mesh for watering &
bricks masonry block, C. I. Cover complete as per
43 1.00 7189.83 Hundred Each
para 7.3 of IS 3043 with necessary length of double
Galvanised Iron / copperearth wire No. 6 SWG
bolted with lug to the plate and covered in 12 mm
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
44 12.00 bus bars having current Density not more then 582.03 Eighty Two No
0.8Amp/Sq.mm (100 Amp) and Three
Providing & Constucting Different Type of Kundies Eight
AS Per Drawing & Design As Directed. Thousand
(A) Airvent Cum Outlet Kundi Hundred
Providing & Constucting Different Type of Kundies Thousand
AS Per Drawing & Design As Directed Seven
(B) Airvent Kundi Twenty Two
Providing & Constructing Different Type of Kundies Twenty Nine
AS Per Drawing & Design As Directed Thousand
© Sluice Valve Chamber 150 mm dia Hundred
Providing & Constructing Different Type of Kundies
AS Per Drawing & Design As Directed
48 2.00 34091.00 Thousand No
© Sluice Valve Chamber 200 mm dia
Diversion of water course/ Providing Coffer dam &
Bound of Island as may be Necessary for
49 1.00 11615.00 Thousand Job
foundetion & Maintaining the same for the period
as may be necessary etc.complete.
Providing Chain Pully Block with Tripplr gear
arrengement lifting hook ,load chain, hand chain &
locking device with necessary mounting
gurder/structure,spur gear travilling trolly and all
(2.00 Tone Capacity) etc Complete.
Operation & Maintanance of Lift Irrigation Scheme Rupees Two
with Civil, Mechnical and Electric Maintainance Lakh Thirty
including formation and Registration of co-opretive Seven
society of beneficeries and handing over charge to Thousand
the Registered society. ( Khangela Kharakuva Two
Vandariya F.) Hundred
Refer detailed item specification for scope of work and Thirty
and yearwise release of payment on achieving One Paise
specified targets. Only
Rupees Ninety Lakh Ninety Five Thousand Three Hundred Twenty 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: Khangela (Kharakuva Vandariya F.),Tal. Dahod, District: Dahod
Sr.No Pump Road crossing Total Qty Rate Unit Amount Remarks
Pump Rising Jack Well Tank Dist.
House main System
4.50 Mts 5.00Mts
9 M.S.Reinforcement TMT Bar Fe - 415 1992.04 1992.04 64.64 K.G.
U PVC Pipe (6.00 kg/cm2)
U PVC Pipe (4.00 kg/cm2)
P & F R C C NP2 Class Pipe
Name of Work :Construction, Operation & Maintenance (For 5 Years) of Lift Irrigation Scheme
At Village: Khangela (Kharakuva Vandariya F.),Tal. Dahod, District: Dahod
Sr.No Pump Road crossing Total Qty Rate Unit Amount Remarks
Pump Rising Jack Well Tank Dist.
House main System
4.50 Mts 5.00Mts
Providing & fixing M.S. Pipe
(A)Sluice valve
(B)Double acting air valve
(C)Reflux valve
Steel Plateform
26 Steel Platform 4500mm 20.40 20.40 6507.43 Smt
27 Pump room Type-B, 5.00x3.00 Mt. 1.00 1.00 345553.00 No.
29 (A) M.S. Channel Section(Angle) 24.30 24.30 81.81 KG
30 Dewatering (40X5HP= 200) 109.00 109.00 37.11 HP-HR
31 Welded mash jali 1.13 1.13 1628.12 Smt
33 Short Bend 125 mm Dia. 4.00 4.00 2084.64 No.
34 Short Bend 300 mm Dia. 4.00 4.00 11632.17 No.
Name of Work :Construction, Operation & Maintenance (For 5 Years) of Lift Irrigation Scheme
At Village: Khangela (Kharakuva Vandariya F.),Tal. Dahod, District: Dahod
Sr.No Pump Road crossing Total Qty Rate Unit Amount Remarks
Pump Rising Jack Well Tank Dist.
House main System
4.50 Mts 5.00Mts
Pump Set (4 set 17.50 H.P 17 LPS,
35 35 mt. Head)
36 Starter / Panel (16 to 20 H.P) 4.00 4.00 17936.05 No.
37 Main Switch (63 Amp) 4.00 4.00 2097.03 No.
PVC insu.Copper Cable
PVC insu.Copper Cable
40 Capacitor 6.00 KVAR 24.00 24.00 211.09 KVAR
41 M.S.Clamp 450x65x10mm 4.00 4.00 693.87 Pair
42 E L C B(catIII)25Amp 4.00 4.00 2578.58 No.
Earthing for Pannel Board
Tripol Pole Neutral 440-500 Panel
Different Type Of Kundies
45 Airvent /Out let 34.00 34.00 28989.00 No.
46 Airvent kundi 2.00 7.00 9.00 9722.00 No.
47 S V chamber 150 mm dia. 10.00 10.00 29450.00 No.
48 S V chamber 200 mm dia. 2.00 2.00 34091.00 No.
49 Diversion (By Channel) 1.00 1.00 11615.00 Job
50 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 )
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