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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
15 Oct 2026, 6:00 pm4d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
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.5A Bamnamal Tal.Dolvan Dist.Tapi
350368
TENDER NOTICE NO. 04 of 2026-27
Open
Civil Works - Lift Irrigation Schemes
Works
Tapi
18 documents required · 18 mandatory
₹4,248
The Executive Engineer, UNIT-2(GWM),UKAI
₹1.3 L
1 Oct 2026
1 Oct 2026
1 Oct 2026
15 Oct 2026
1 Oct 2026
Name of Work :Construction, Operation & Maintanance (For 5 years) of Lift Irrigation Scheme At. Village :
5A - Bamlamal dur (Renovation) Ta.DOLVAN, District :TAPI
Memorandum showing items of work to be carried out
Estimated Rates
m Item of work In figure In Words Unit according to
No. Rs. Ps. estimated
Excavation of pipeline trenches/foundation
trenches in the strata shown below including
depositing the excavated stuff as and where Two Hundred
directed upto lead of 50 Mts. and 6.0 Mt lift of Twenty One
excavation below average G.L. including refilling, Rupees
cleaning the site with thin jungle cutting but Nineteen Paise
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 Three Hundred
directed upto lead of 50 Mts. and 6.0 Mt lift of Eighty Six
excavation below average G.L. including refilling, Rupees Eighty
cleaning the site with thin jungle cutting but Three Paise
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 Four Hundred
directed upto lead of 50 Mts. and 6.0 Mt lift of Ninety Six
excavation below average G.L. including refilling, Rupees Ninety
cleaning the site with thin jungle cutting but Two Paise
excluding dewatering if any.
Excavation in Soft Rock Up to 1.5 mt
Providing and laying hand mixed and unvibrated
plain cement concrete as under of different Four Thousand
proportion for foundation lain in situ including Seven Hundred
4 1.80 temping smooth finishing,curring, and lead upto 4726.80 Twenty Six Cmt
50 Mt. Moreover, lift 1.5 Mt. Etc.complete Rupees Eighty
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
5 231.40 74.74 Rupees Seventy Kg
bending and binding in position with binding
wires as directed with all leads and lifts etc.
complete. TMT ISI Mark Bar Fe-500
Estimated Rates Total
m Item of work In figure In Words Unit according to
No. Rs. Ps. estimated
Providing and laying in position RCC as under
proportion using cement sand and crushed
aggregate (25 mm and under) for plinth course, Five Thousand
lintels, slabs, beams, columns, Seven Hundred
6 5.00 chajja,lofts,barrels,etc. including cost of frame 5784.27 Eighty Four Cmt
work providing and shuttering temping smooth Rupees Twenty
finishing,curring as directed with all leads and Seven Paise
lifts etc.complete.
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, reducer,
7 700.00 2175.54 Seventy five Rmt
End cap joining material (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 & 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, reducer,
8 100.00 1877.59 Seventy Seven Rmt
End cap joining material (Cement Solvent )of
following class and dia as per IS specification
No.4985 / 2000 etc. comp.
(4.00 kg/cm2) 355 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, reducer,
9 250.00 1561.46 Sixty One Rmt
End cap joining material (Cement Solvent )of
following class and dia as per IS specification
No.4985 / 2000 etc. comp.
(4.00 kg/cm2) 315 mm dia.
Providing Laying & joinig in standerd length ISI
Mark regid unplasticised PVC pipes suitable for
irrigation water with self fit joint including Nine Hundred
necessary fittings like Tee,bend, Coupler, reducer, Fifty Two
End cap joining material (Cement Solvent )of Rupees Forty
following class and dia as per IS specification Three Paise
No.4985 / 2000 etc. comp.
(4.00 kg/cm2) 250mm dia.
Estimated Rates Total
m Item of work In figure In Words Unit according to
No. Rs. Ps. estimated
Providing Laying & joinig in standerd length ISI
Mark regid unplasticised PVC pipes suitable for
irrigation water with self fit joint including Five Hundred
necessary fittings like Tee,bend, Coupler, reducer, Ninety Seven
End cap joining material (Cement Solvent )of Rupees Ninety
following class and dia as per IS specification Two Paise
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 water with self fit joint including Four Hundred
necessary fittings like Tee,bend, Coupler, reducer, Ninety Four
End cap joining material (Cement Solvent )of Rupees Ninety
following class and dia as per IS specification Paise
No.4985 / 2000 etc. comp.
(4.00 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 Three Hundred
necessary fittings like Tee,bend, Coupler, reducer, Eighty Six
End cap joining material (Cement Solvent )of Rupees Eighty
following class and dia as per IS specification Three Paise
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 Two Hundred
necessary fittings like Tee,bend, Coupler, reducer, Ninety Four
End cap joining material (Cement Solvent )of Rupees Ninety
following class and dia as per IS specification Two Paise
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 string soaked in cement slurry and Seven Hundred
finishing joints and laying pipe to the designed Ninety Eight
grade and levels including making connections Rupees Ninety
with masonary chambers testing of pipe line as One Paise
per design condition curing as directed with all
leads and lifts etc.complete.
Estimated Rates Total
m Item of work In figure In Words Unit according to
No. Rs. Ps. estimated
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, Four Thousand
suction / delivery of pump motor. after laying the Five Hundred
16 65.00 flanged pipes joint with necessary nut bolt of 4524.80 Twenty Four Rmt
requier size by using rubber packing of requier Rupees Eighty
thickness . after fitting M.S.Pipe. Paint the M.S. Paise
pipe wih anticorrsive paint etc comp. (As per I.S.
250 mm dia (7.10 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, One Thousand
suction / delivery of pump motor. after laying the Nine Hundred
17 120.00 flanged pipes joint with necessary nut bolt of 1990.71 Ninety Rupees Rmt
requier size by using rubber packing of requier Seventy One
thickness . after fitting M.S.Pipe. Paint the M.S. Paise
pipe wih anticorrsive paint etc comp. (As per I.S.
150 mm dia (5.40 mm)
Providing and Fixing I S I mark following class Four Thousand
& dia of different type of valves with necessary One Hundred
18 6.00 fittings of standerded design and specification 4111.71 Eleven Rupees N0
incl. testing with all leads and lifts etc.complete. Seventy One
Double Acting Air Valve 80 mm dia Paise
Providing and Fixing I S I mark following class Five Thousand
& dia of different type of valves with necessary Eight Hundred
19 1.00 fittings of standerded design and specification 5850.93 Fifty Rupees N0
incl. testing with all leads and lifts etc.complete. Ninety Three
Double Acting Air Valve 100 mm dia Paise
Providing and Fixing I S I mark following class Six Thousand
& dia of different type of valves with necessary Five Hundred
20 3.00 fittings of standerded design and specification 6506.42 Six Rupees N0
incl. testing with all leads and lifts etc.complete. Fourty Two
Sluice Valve 150 mm dia Paise
Providing and Fixing I S I mark following class
& dia of different type of valves with necessary
21 3.00 fittings of standerded design and specification 9022.33 N0
incl. testing with all leads and lifts etc.complete.
Reflux Valve 150 mm dia
Providing and Fixing I S I mark following class Twenty Nine
& dia of different type of valves with necessary Thousand Sixty
22 1.00 fittings of standerded design and specification 29063.76 Three Rupees N0
incl. testing with all leads and lifts etc.complete. Seventy Six
Reflux Valve 250 mm dia Paise
Estimated Rates Total
m Item of work In figure In Words Unit according to
No. Rs. Ps. estimated
Providing and constructing of different type of
23 1.00 Pump Room and quarter 706805.00 N0
(Type-A) Pump Room Size (4.00 X7.00)
Providing and constructing different type of Main One Lakh
Delivery Chamber Thirty Eight
24 1.00 (Type-C- 2.70m X 2.20m X 2.50m ) 138604.00 Thousand Six N0
Supplying & Fixing Portion submerged arc
M.S.Railway bend outside coated with best quility
bituminious paint having bewelled ends pates coil
25 3.00 3478.44 Seventy Eight N0
confirming to Is 3589/2001 or its latest
version/ammendments for following Dia.
150 mm dia( Short Bend)
Supplying & Fixing Portion submerged arc
M.S.Railway bend outside coated with best quility Nine Thousand
bituminious paint having bewelled ends pates coil Sixty Rupees
confirming to Is 3589/2001 or its latest Seventy One
version/ammendments for following Dia. Paise
250 mm dia( Short Bend)
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
27 3.00 delivery side (rising main to over head tank )with 61371.64 N0
required accessaries.(H.P/Lps/Head.) .(Mono
Block Pump Set)
Pump set with Motor(Mono Set) (20.00HP/28
Providing & Fitting A.C Three phase Oil Thousand Nine
immersed starter(D.O.L) star/delta & A.T.S Type Hundred Thirty
with metering panel. Starter / Panel (16 to 20 Five Rupees
HP each) Fifty Eight
Providing of rewireable TP type M.C.T.P. Main
Switches of re-wireable fuses suitable for 415 V Two Thousand
acceptable makes as per category-II & III Ninty Seven
approved by Electrical Division, Govt. of Gujarat, Rupees Three
R&B Department. Main Switch - rewirable TP Paise
type(63 Amp each)
Estimated Rates Total
m Item of work In figure In Words Unit according to
No. Rs. Ps. estimated
Providing Three Core Flate PVC insulatedwater
proof & flexible copper cable used for the sub- Four Hundred
motor pump & shall confirming to IS 690 size mm Twenty Four
acceptable make Finolex /Goodcab/ Jainson Rupees Fifty
/MG/Reliance (1.5 to 16sq.mm Sabar (25 Three Paise
sq.mm)PVC insu.Copper Cable 10.00 Sq.mm
Providing Three Core Flate PVC insulatedwater
proof & flexible copper cable used for the sub- Five Hundred
motor pump & shall confirming to IS 690 size mm Thirty Eight
acceptable make Finolex /Goodcab/ Jainson Rupees Thirty
/MG/Reliance (1.5 to 16sq.mm Sabar (25 Eight Paise
sq.mm)PVC insu.Copper Cable 16.00 Sq.mm
Providing Indor type shunt power capacitor with
G.E.B. test certificate with ISI mark as perIS 2834 KV
32 24.00 211.09 Eleven Rupees
(Latest addition (MMP) Type (DRY) Oil AR
Impreganted) Capacitor 8.00 KVAR each
Clamp made from M.S. plate with three holes on
either side with nuts and bolts of std. make and
33 3.00 1117.06 Seventeen Pair
suitable 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 on 3 phase and neutral 415 Three Thousand
V. having characteristic of quick action & tripping Fourty Nine
with all advance feature & do not in-corporate any Rupees Thirty
electronic component for following max. rating Four Paise
erected as directed.E.L.C.B. (Cat. 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 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 block, C.I. Seven Thousand
covercomplete as per para 7.3 of IS 3043 with
necessary length of double GalvanisedIron /copper
35 3.00 7189.83 Eighty Nine Each
earth wire No. 6 SWG bolted with lug to the plate and
covered in 12mm dia ,G.I. pipe 2.5 mtr. Long Rupees Eighty
complete connected to the nearest switch gear with Three Paise
end socket as per direction & duly tested by earth
tester confirming to IS (as per Drawing) with
following specification. With 60 x 60x0.315 cm
C.I.Earth Plate Earthing for Pannel Board ( C
Estimated Rates Total
m Item of work In figure In Words Unit according to
No. Rs. Ps. estimated
Triple pole & neutral 440 V /500 V panel mounting Nine Hundred
bus bars having current Density not more than 0.8 Fifty Eighty
Amp/Sq.mm (A) (63 Amp. Capacity )Tripol Pole Rupees Sixty
Netural Pannel Bus bar (A) 100 Amp. Capacity Four Paise
Providing & Constucting Different Type of Twenty Eight
Kundies AS Per Drawing & Design As Directed. Thousand Nine
(A)Airvent Cum Outlet Kundi Rupees
Providing & Constucting Different Type of Nine Thousand
Kundies AS Per Drawing & Design As Directed Seven Hundred
(B)Airvent Kundi Rupees
Providing & Constucting Different Type of Twenty Nine
Kundies AS Per Drawing & Design As Directed Thousand Eight
(C)Sluice Valve Chamber 150 mmdia Six Rupees
Providing & Constucting Different Type of Thirty Four
Kundies AS Per Drawing & Design As Directed Thousand Five
(D)Sluice Valve Chamber 200 mmdia Seven Rupees
Providing & Constucting Different Type of Fourty
Kundies AS Per Drawing & Design As Directed Thousand Eight
(E)Sluice Valve Chamber 250 mmdia One Rupees
Providing & Constucting Different Type of
Kundies AS Per Drawing & Design As Directed
42 1.00 45617.00 Hundred No
(F)Sluice Valve Chamber 300 mmdia
Providing Chain Pully Block with Tripplr gear
arrengement lifting hook ,load chain, hand chain
& locking device with necessary mounting
43 1.00 17574.00 Hundred No
gurder/structure,spur gear travilling trolly and all
(2.00 Tone Capacity) etc Complete.
Estimated Rates Total
m Item of work In figure In Words Unit according to
No. Rs. Ps. estimated
Operation & Maintanance of Lift Irrigation
Scheme with Civil, Mechnical and Electric
Maintainance including formation and Three Lakh
Registration of co-opretive society of beneficeries Fourty Nine
and handing over charge to the Registered society Thousand Four Per/Y
after Completion of O & M period etc. Completed Hundred Ninety ear
for 5 years. (5A- Bamlamal dur) Four Rupees
Refer detailed item specification for scope of Sixty Paise
work and yearwise release of payment on
achieving specified targets.
In Words Rs.One Crore Thirty Three Lakh Fifty Five Thousand Three Hundred Fifty Nine 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.
4) GST and Income
all R.C.C. Items tax TDSAnalysis
in Rate will beStandard
at a source while making
Consumption payments
has been taken asof
10/2017CementConsumption/16/CDate:11/05/2017asstatedin
Deputy Executive Engineer, Executive Engineer,
SUB UNIT1/2(GWM) UNIT-2(GWM)
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details.html
RAW_HTML
SBD Book- 5A Bamnamal dur.pdf
Schedule Bamnamal dur.pdf
5-a BAMNAMALDUR FINAL NEW MAP.pdf
bamnamal dur Drawing.pdf
Final 4X7.pdf
THRUST BLOCK.pdf
Tender Notice 4 2026-2027 .pdf
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