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Tender Value
₹1.7 Cr
EMD Value
₹1.7 L
Closing Date
23 Sept 2026, 6:00 pm2d left
Executive Engineer UNIT-2(GWM),UKAI OldUkai Civil Circle Office, Patharda , UKAI Pin :394680,
Construction, Operation & Maintenance (for 5 Years) of Lift Irrigation Scheme At. Bamit (Shishvada) Tal.Dharampur Dist.Valsad
341848
TENDER NOTICE NO. 03 of 2026-27
Open
Civil Works - Lift Irrigation Schemes
Works
Tapi
17 documents required · 17 mandatory
₹4,248
The Executive Engineer, UNIT-2(GWM),UKAI
₹1.7 L
3 Sept 2026
3 Sept 2026
3 Sept 2026
23 Sept 2026
3 Sept 2026
Name of Work :Construction, Operation & Maintanance (For 5 years) of Lift Irrigation Scheme At. Village : Bamti
(ShishWada), Tal.Dharampur , District :Valsad
Memorandum showing items of work to be carried out
Quantities Estimated Rates
Item according to
but may Item of work In figure In Words Unit
be more Rs. Ps.
or less 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 6134.13 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) (1) Nineteen Only
Up to 1.5 mt (Soft Soil )
Excavation of pipeline trenches/foundation trenches in
the strata shown below including depositing the Rupees Three
excavated stuff as and where directed upto lead of 50 Hundred Eighty
2 6134.13 Mts. and 6.0 Mt lift of excavation below average G.L. 386.83 Six And Paise Cmt
including, refilling, cleaning the site with thin jungle Eighty Three
cutting but excluding dewatering if any. (B) (1) Only
Up To 1.50mt (Hard Murrum )
Excavation of pipeline trenches/foundation trenches in
the strata shown below including depositing the Rupees Four
excavated stuff as and where directed upto lead of 50 Hundred Ninety
3 35.48 Mts. and 6.0 Mt lift of excavation below average G.L. 496.92 Six And Paise Cmt
including, refilling, cleaning the site with thin jungle Ninety Two
cutting but excluding dewatering if any. (B)(2) Up Only
To 1.50mt (Soft Rock )
Excavation of pipeline trenches/foundation trenches in
the strata shown below including depositing the Rupees Five
excavated stuff as and where directed upto lead of 50 Hundred Fifty
4 11.83 Mts. and 6.0 Mt lift of excavation below average G.L. 552.47 Two And Paise Cmt
including, refilling, cleaning the site with thin jungle Forty Seven
cutting but excluding dewatering if any. (C)(3) 1.5 To Only
3.00 mt (Soft Rock)
Providing and laying hand mixed and unvibrated plain
cement concrete as under of different proportion for
foundation lain in situ including temping smooth
5 3.55 4401.55 Hundred One Cmt
finishing,curring, and lead upto 50 Mt. Moreover, lift
And Paise Fifty
1.5 Mt. Etc.complete
Providing and laying hand mixed and unvibrated plain Rupees Three
cement concrete as under of different proportion for Thousand Five
foundation lain in situ including temping smooth Hundred
6 3.89 3522.88 Twenty Two Cmt
finishing,curring, and lead upto 50 Mt. Moreover, lift
1.5 Mt. Etc.complete Eighty Eight
P.C.C. 1:4:8 ( 20 mm To 40 mm) Only
Providing and fixing in position T.M.T. Bar
reinforcement or tor steel bars reinforcement as per
detail drawing and design including cutting bending and
7 2979.26 64.64 Four And Paise KG
binding in position with binding wires as directed with
Sixty Four Only
all leads and lifts etc. complete.
TMT ISI Mark Bar Fe-415
Quantities Estimated Rates
Item according to
but may Item of work In figure In Words Unit
be more Rs. Ps.
or less quantities
Providing and laying in position RCC as under
proportion using cement sand and crushed aggregate Rupees Six
(25 mm and under) for plinth course, lintels, slabs, Thousand Three
beams, columns, chajja,lofts,barrels,etc. including cost Hundred Fifty
of frame work providing and shuttering temping Seven And Paise
smooth finishing,curring as directed with all leads and Ninety Five
lifts etc.complete. Only
Providing Laying & joinig in standerd length ISI Mark
regid unplasticised PVC pipes suitable for irrigation Rupees Two
water with self fit joint incl.Necessary fitting like Thousand Three
9 96.00 Tee,Bend,Coupler,Reducer,End Cap joining material 2369.46 Hundred Sixty Rmt
(Cement Solvent )of following class and dia as per IS Nine And Paise
specification No.4985 / 1988 etc. comp. Fouty Six Only
(4.00 kg/cm2) 400mm dia.
Providing Laying & joinig in standerd length ISI Mark
regid unplasticised PVC pipes suitable for irrigation
water with self fit joint incl.Necessary fitting like
10 270.00 Tee,Bend,Coupler,Reducer,End Cap joining material 1877.59 Rmt
(Cement Solvent )of following class and dia as per IS
And Paise Fifty
specification No.4985 / 1988 etc. comp.
(4.00 kg/cm2) 355mm dia.
Providing Laying & joinig in standerd length ISI Mark
regid unplasticised PVC pipes suitable for irrigation Rupees One
water with self fit joint incl.Necessary fitting like Thousand Five
11 300.00 Tee,Bend,Coupler,Reducer,End Cap joining material 1561.46 Hundred Sixty Rmt
(Cement Solvent )of following class and dia as per IS One And Paise
specification No.4985 / 1988 etc. comp. Forty Six Only
(4.00 kg/cm2) 315mm dia.
Providing Laying & joinig in standerd length ISI Mark
regid unplasticised PVC pipes suitable for irrigation Rupees One
water with self fit joint incl.Necessary fitting like Thousand Two
12 120.00 Tee,Bend,Coupler,Reducer,End Cap joining material 1267.55 Hundred Sixty Rmt
(Cement Solvent )of following class and dia as per IS Seven And Paise
specification No.4985 / 1988 etc. comp. Fifty Five Only
(4.00 kg/cm2) 280mm dia.
Providing Laying & joinig in standerd length ISI Mark
regid unplasticised PVC pipes suitable for irrigation Rupees Nine
water with self fit joint incl.Necessary fitting like Hundred Fifty
13 400.00 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 / 1988 etc. comp. Only
(4.00 kg/cm2) 250mm dia.
Providing Laying & joinig in standerd length ISI Mark
regid unplasticised PVC pipes suitable for irrigation Rupees Five
water with self fit joint incl.Necessary fitting like Hundred Ninety
14 275.00 Tee,Bend,Coupler,Reducer,End Cap joining material 597.92 Seven And Rmt
(Cement Solvent )of following class and dia as per IS Paise Ninety
specification No.4985 / 1988 etc. comp. Two Only
(4.00 kg/cm2) 200mm dia.
Quantities Estimated Rates
Item according to
but may Item of work In figure In Words Unit
be more Rs. Ps.
or less quantities
Providing Laying & joinig in standerd length ISI Mark
regid unplasticised PVC pipes suitable for irrigation
water with self fit joint incl.Necessary fitting like
15 800.00 Tee,Bend,Coupler,Reducer,End Cap joining material 494.90 Rmt
(Cement Solvent )of following class and dia as per IS
specification No.4985 / 1988 etc. comp.
(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 incl.Necessary fitting like Hundred Eighty
16 1305.00 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 / 1988 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 Rupees Two
water with self fit joint incl.Necessary fitting like Hundred Ninety
17 9665.00 Tee,Bend,Coupler,Reducer,End Cap joining material 294.92 Four And Paise Rmt
(Cement Solvent )of following class and dia as per IS Ninety Two
specification No.4985 / 1988 etc. comp. Only
(4.00 kg/cm2)140 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 Rupees One
trench of rising main, suction / delivery of pump motor. Thousand Nine
after laying the flanged pipes joint with necessary nut Hundred Ninety
bolt of requier size by using rubber packing of requier And Paise
thickness . after fitting M.S.Pipe. Paint the M.S. pipe Seventy One
wih anticorrsive paint etc comp. (As per I.S. 3589/2001, Only
150 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 Rupees Five
trench of rising main, suction / delivery of pump motor. Thousand Three
after laying the flanged pipes joint with necessary nut Hundred
bolt of requier size by using rubber packing of requier Seventeen And
thickness . after fitting M.S.Pipe. Paint the M.S. pipe Paise Sixty Five
wih anticorrsive paint etc comp. (As per I.S. 3589/2001, Only
300 mm dia (7.10 mm)
Providing and Fixing I S I mark following class & dia of Rupees Six
different type of valves with necessary fittings of Thousand Five
20 3.00 standerded design and specification incl. testing with all 6506.42 Hundred Six No
leads and lifts etc.complete.(AS per Is 14846-2000) And Paise Forty
Sluice Valve 150 mm dia Two Only
Quantities Estimated Rates
Item according to
but may Item of work In figure In Words Unit
be more Rs. Ps.
or less quantities
Providing and Fixing I S I mark following class & dia of
different type of valves with necessary fittings of
21 6.00 standerded design and specification incl. testing with all 4111.71 N0
leads and lifts etc.complete.
Double Acting Air Valve 80 mm dia
Providing and Fixing I S I mark following class & dia of
different type of valves with necessary fittings of
22 1.00 standerded design and specification incl. testing with all 5850.93 N0
leads and lifts etc.complete.
Double Acting Air Valve 100 mm dia
Providing and Fixing I S I mark following class & dia of Rupees Nine
different type of valves with necessary fittings of Thousand
23 3.00 standerded design and specification incl. testing with all 9022.33 Twenty Two N0
leads and lifts etc.complete. And Paise Thirty
Reflux Valve 150 mm dia Three Only
Providing and constructing of different type of Pump
lacs Forty Nine
Room and quarter
24 1.00 349616.00 Thousand Six No.
(Type-B) Size 3.00 X 5.00 Mt
Dewatering by pumping set of require capacity
including temporary plateform carting pumping at site
25 250.00 and fixing the same position incl all accessories and fuel 37.11 HP-Hr
and labour etc. comp.
(5.00 H.P.Engine x 60 hr = 300 HP-hr)
Supplying & Fixing Portion submerged arc M.S.Railway
bend outside coated with best quility bituminious paint
having bewelled ends pates coil confirming to Is
26 4.00 11632.17 Hundred Thirty No
3589/2001 or its latest version/ammendments for
300 mm dia( Short Bend)
Supplying & Fixing Portion submerged arc M.S.Railway Rupees Three
bend outside coated with best quility bituminious paint Thousand Four
having bewelled ends pates coil confirming to Is Hundred
3589/2001 or its latest version/ammendments for Seventy Eight
following Dia. And Paise Forty
150 mm dia( Short Bend) Four Only
Providing and Fitting of Pump set coupled with motor
joining with all required acessories like strainer, NRV, Rupees Three
Panel Starter & Main switch with Cable of suitable Size Lacs Fifteen
of Approved make etc comp .© Polder type Pump sets Thousand Three
(HP/Lps/Head) Hundred Thirty
3 No of pump set with motor, each having 25.00 H.P. Six and paise
and discharge of 22.00 LPS, with Head of 28.00 mt Fourteen only
(25.00 HP x 3 Pumps = 75.00 HP)
3.00 Providing & Fitting A.C Three phase Oil immersed Rupees Thirty No
starter(D.O.L) star/delta & A.T.S Type with metering One Thousand
panel. Starter / Panel (25.00 HP each) Five Hundred
Quantities Estimated Rates
Item according to
but may Item of work In figure In Words Unit
be more Rs. Ps.
or less quantities
Providing of rewireable TP type M.C.T.P. Main Switches Rupees Two
of re-wireable fuses suitable for 415 V acceptable Thousand
30 3.00 makes as per category-II & III approved by Electrical 2097.03 Ninety Seven No
Division, Govt. of Gujarat, R&B Department. Main And Paise Three
Switch - rewirable TP type(63 Amp each) 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 Cable Eighty Eight
6.00 Sq.mm Only
Providing Three Core Flate PVC insulatedwater proof &
flexible copper cable used for the sub-motor pump &
shall confirming to IS 690 size mm acceptable make
32 10.00 424.53 Twenty Four Rmt
Finolex /Goodcab/ Jainson /MG/Reliance (1.5 to
And Paise Fifty
16sq.mm Sabar (25 sq.mm)) PVC insu.Copper Cable
Providing Indor type shunt power capacitor with G.E.B. Rupees Two
test certificate with ISI mark as perIS 2834 (Latest Hundred Eleven
addition (MMP) Type (DRY) Oil Impreganted) Capacitor And Paise Nine
7.00 KVAR each Only
Clamp made from M.S. plate with three holes on either
side with nuts and bolts of std. make and suitable
34 3.00 1117.06 Hundred Pair
size.M.S.Clamp M.S.Clamp 750 mm Length x 75 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 suitable for operation Rupees Three
on 3 phase and neutral 415 V. having characteristic of Thousand Forty
35 3.00 quick action & tripping with all advance feature & do 3049.34 Nine And Paise Each
not in-corporate any electronic component for Thirty Four
following max. rating erected as directed.E.L.C.B. (Cat. Only
III) 25 Amp. To 100 Amp.ELCB (Earth Leakage Circuit
Breakers) Category – III (63 Amp.)
Supplying & erecting funnel type earthing having earth plate
of following size burred in specificaiy prepared eath pit
mtr. Bellow ground with 40Kg. charcoat and salt with
alternate layers of charcoal & salt 20mm. dia. G.I. pipe with Rupees Seven
funnel with a wire mesh for watering & brick masonary
block, C.I. covercomplete as per para 7.3 of IS 3043 with
36 1.00 necessary length of double GalvanisedIron /copper earth 7189.83 Each
wire No. 6 SWG bolted with lug to the plate and covered in
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 ( C Type)
Quantities Estimated Rates
Item according to
but may Item of work In figure In Words Unit
be more Rs. Ps.
or less quantities
Triple pole & neutral 440 V /500 V panel mounting bus bars Rupees Five
having current Density not more than 0.8 Amp/Sq.mm (A) Hundred Eighty
(100 Amp. Capacity )Tripol Pole Netural Pannel Bus bar Two And Paise
(A).200 Amp. Capacity Three Only
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
(C)Sluice Valve Chamber 150 mmdia Ninety Only
Providing & Constucting Different Type of Kundies AS
Per Drawing & Design As Directed
40 3.00 34331.00 Three Hundred No
(D)Sluice Valve Chamber 200 mmdia
Providing & Constucting Different Type of Kundies AS
Per Drawing & Design As Directed
41 2.00 40624.00 Hundred No
(E)Sluice Valve Chamber 250 mmdia
Providing & Constucting Different Type of Kundies AS Rupees Forty
Per Drawing & Design As Directed Five Thousand
(F)Sluice Valve Chamber 300 mmdia Ten Only
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
Providing & Fixing Steel Railing over ovara including Hundred Sixty
44 28.88 errecting febricating and finishing with oil paint over a 461.57 One And Paise Smt
coat of anticorrosive paint etc.Complete. Fifty Seven
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
Operation & Maintanance of Lift Irrigation Scheme
with Civil, Mechnical and Electric Maintainance
including formation and Registration of co-opretive
lacs Fifty Three
society of beneficeries and handing over charge to the
46 5.00 Registered society after Completion of O & M period 453514.00 Per/Year
etc. Completed for 5 years.(Vasrai)
Refer detailed item specification for scope of work and
yearwise release of payment on achieving specified
In Words Rs. One Crore Seventy Three Lacs Eighty Four Thousand Seven Hundred Five Only.
Quantities Estimated Rates
Item according to
but may Item of work In figure In Words Unit
be more Rs. Ps.
or less quantities
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.
(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 2/2(GWM) UNIT-2(GWM)
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SBD Final.pdf
SCHEDULE-B.pdf
BAMATI (SHISHVADA) A3.pdf
DRAWING.pdf
SHISPADA mdc-Model.pdf
SHISPADA R.C.C.OVARA-Model.pdf
Tender Notice 3 2026 27.pdf
Corrigendum-1 BAMTI (SHISHVADA).pdf
CORRIGENDUM
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