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Tender Value
₹71.3 L
EMD Value
₹72,000
Closing Date
3 Oct 2026, 6:00 pm6d left
EXECUTIVE ENGINEER, PANCHAYAT IRRIGATION DIVISION, LUNAWADA
Construction of New Lift Irrigation Scheme At. Village- Sagavadiya(Asari Faliya), Ta. Santramapur Dist. Mahisagar
346486
02 OF 2026-27
Open
Civil - All
Works
Mahisagar
1 document required · 1 mandatory
₹2,400
Executive Engineer, Panchayat Irrigation Division, lunawada
₹72,000
18 Sept 2026
18 Sept 2026
18 Sept 2026
3 Oct 2026
18 Sept 2026
Qty. Unit Item Rate Per
In Fig In Words
Excavation of pipeline
trenches/foundation trenches in the
strata shown below including
depositing the excavated stuff as and
where directed upto lead of 50 Mts.
and 6.0 Mt lift of excavation below
average G.L. including refilling,
cleaning the site with thin jungle
cutting but excluding dewatering if
(A) All Sort Of Soil
1186.10 Cmt Up to 1.5 mt 221.19 TwentyOne Paise
(B) Hard Murrum
Hundred EightySix
814.63 Cmt Up to 1.5 mt 386.83 Paise EightyThree
( C ) Soft Rock
Hundred NinetySix
198.76 Cmt Up to 1.5 mt depth 496.92 Paise NinetyTwo
Hundred FiftyTwo
9.81 Cmt 1.50 mt to 3.00 depth 552.47 Paise FourtySeven
19.63 Cmt 3.00 mt to 5.00 depth 662.56 Hundred SixtyTwo Cmt
Paise FiftySix Only
Hundred FiftyOne
198.76 Cmt Up to 1.5 mt depth 951.42 Paise FourtyTwo
19.63 Cmt 3.00 mt to 5.00 depth 1006.97 Thousand Six Paise Cmt
NinetySeven Only
19.63 Cmt 5.00 mt to 6.00 depth 1037.27 ThirtySeven Paise
TwentySeven Only
19.63 Cmt 6.00 mt to 7.00 depth 1067.57 SixtySeven Paise
FiftySeven Only
19.63 Cmt 7.00 mt to 8.00 depth 1097.87 NinetySeven Paise
EightySeven Only
Qty. Unit Item Rate Per
Providing and laying hand mixed and
unvibrated plain cement concrete as
under of different proportion for
foundation lain in situ including
temping smooth finishing,curring, and
lead upto 50 Mt. Moreover, lift 1.5 Mt.
1.45 Cmt 2 ( C ) P.C.C. 1:2:4 4726.80 Hundred TwentySix
Paise Eighty Only
Providing and fixing in position mild
steel reinforcement or tor steel bars
reinforcement as per detail drawing Rupees SixtyFour
2341.38 Kg and design including cutting bending 64.64 Paise SixtyFour Kg
and binding in position with binding Only
wires as directed with all leads and
lifts etc.complete.
Providing and laying in position RCC
as under proportion using cement
sand and crushed aggregate (20 mm
and under) for plinth course, lintels,
slabs, beams, columns, chajja, lofts,
barrels, etc. including cost of frame
work providing and shuttering
temping smooth finishing,curring as
directed with all leads and lifts
34.42 Cmt R.C.C.(1.2:4) 5784.27 Hundred Cmt
EightyFour Paise
TwentySeven Only
Providing Laying & joinig in standerd
length ISI Mark regid unplasticised
PVC pipes suitable for irrigation
water with self fit joint incl. joining
material (Cement Solvent )of following
class and dia as per IS specification
No.4985 / 1988 etc. comp.
Qty. Unit Item Rate Per
(A) U PVC Pipe (6.00 kg/cm2)
130.00 Rmt 180 mm dia. 705.99 Hundred Five and Rmt
Ninty Nine Paisa
Hundred Seventy
130.00 Rmt 200 mm dia. 879.71 Nine and Seventy
(B) U PVC Pipe (4.00 kg/cm2)
2445.00 Rmt 140 mm dia. 294.92 NinetyFour Paise
Hundred EightySix
65.00 Rmt 160 mm dia. 386.83 Paise EightyThree
140.00 Rmt 180 mm dia. 494.90 Four and Ninty
Providing and fixing in position R.C.C.
pipe of NP2 class are as per IS
1971 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
including making connections with
masonary chambers testing of pipe
line as per design condition curing as
directed with all leads and lifts
5.00 Rmt 600 mm dia 1574.59 Hundred Rmt
SeventyFour Paise
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 2.00 Rupees Two Only
joint 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. (As per
Qty. Unit Item Rate Per
10.50 Rmt 100 mm dia ( 5.4 mm ) 1377.64 Hundred Rmt
SeventySeven Paise
50.00 Rmt 150 mm dia ( 5.4 mm ) 1990.71 Hundred Ninety Rmt
Paise SeventyOne
Item No:- 8 Rupee One Only
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 with all leads and lifts
( A ) Sluice Valve
2.00 No 150 mm dia 6506.42 Hundred Six Paise
( B ) Double Acting Air Valve
2.00 No 50 mm dia 2903.75 Hundred Three No
Paise SeventyFive
( C ) Reflux Valve
2.00 No 150 mm dia 9022.33 TwentyTwo Paise
ThirtyThree Only
Rupees TwentyNine
2.00 No 250 mm dia 29063.76 SixtyThree Paise
SeventySix Only
Providing and constructing of Rupees Three Lakh
different type of Pump Room and SeventyFive
1.00 No 375023.00 Thousand
Quarter Type B (3.00 mtr X 5.00 mtr)
TwentyThree Only
Dewatering by pumping set of require
capacity including temporary Rupees One
plateform carting pumping at site and Hundred Eighty
150.00 Hr 185.54 Five and Fifty Four
fixing the same position incl all
accessories and fuel and labour etc.
comp.( 5.00 H.P.Engine ).
Qty. Unit Item Rate Per
Suplly And fixing short bend out side
coated with best quality bituminus
paint having beweolled and plates or
coil confirming to ISI 3589/2001 or its
latest revision for following thickness
4.00 No 150 mm dia 3478.44 Hundred No
SeventyEight Paise
FourtyFour Only
8.00 No 250 mm dia 9060.71 Paise SeventyOne
Providing and Fitting of Pump set
Rupees One Lakhs
coupled with motor with all required Seventy Three
acessories like strainer, NRV, Panel Thousand Three
2.00 N0. 173342.26 Hundred Fourty
Starter & Main switch with Cable of
suitable Size of Approved make etc
comp . 25 HP, 26 LPS, 32 Mtr Head
2.00 No ( B ) Control Penel 15441.02 Hundred Fourty
One and Two Paisa
2.00 No ( C ) Main Switch 63 Amp 2097.03 Seven and Three
30.00 Rmt ( D ) 10 Sq mm 3 core Flate Cable 424.51 TwentyFour Paise
Hundred Seventy
160.00 Rmt ( d ) 4 Sq mm 3 core Flate Cable 176.32 Six and Therty Two
12.00 KVAR ( E ) Capacitor 211.09 Hundred Eleven
Paise Nine Only R
2.00 Pair ( F ) Clampe 1117.06 Hundred Seventeen
2.00 No ( G ) ELCB 25A to 100A 4324.68 Hundred Twenty No
Qty. Unit Item Rate Per
2.00 No ( H ) Earthing for penal Board 1681.05 Hundred Eighty
One and Five Paisa
Providing and constructing of
different type of Kundies and Main
Delevery Chamber (MDC) etc complet.
Rupees TwentyNine
32.00 No ( A ) Air vent cum Outlet Kundi 29139.00 Hundred
ThirtyNine Only
7.00 No ( B )Airvent Kundi 9978.00 Hundred
SeventyEight Only
Rupees TwentyNine
17.00 No ( C )Sluice Valve Chamber 150mm 29585.00 Hundred
EightyFive Only
Rupees Therty Four
2.00 No ( C )Sluice Valve Chamber 200mm 34225.00 Hundred Twenty
Rupees Two Lakhs
( G ) Main Delevery Chamber(MDC) 5 One Thousand Six
1.00 No 201680.00 Hundred Eighty No
Providing Chain Pully Block with
Tripplr gear arrengement lifting hook
,load chain, hand chain & locking Rupees Seventeen
1.00 No device with necessary mounting 17574.00 Hundred
gurder/structure,spur gear travilling SeventyFour Only
trolly and all accessaries ( 2.00 Toone
Capacity) etc Complete.
Diversion of water course/ Providing
Coffer dam & Bound of Island as may Rupees Eleven
1.00 LS be Necessary for foundetion & 11615.00 Hundred Fifteen
Maintaining the same for the period Only
as may be necessary etc.complete.
Providing and fabricating 4.00 to
MT diameter steel platforms on R.C.C.
jack well with walk way and railing
around jack well including fabrication
work etc.complete..
32.75 Smt. 4500 mm dia 6507.43 Hundred Seven Smt.
Paise FourtyThree
Qty. Unit Item Rate Per
Providing & fixing M.S.channel
section (medium weight) including Rupees Therty
applying two coats of oil paint over Eight Thousand
0.038 MT 38491.00 Four Hundred
one coat of anti corrosive paints with
fixing over RCC wall of intake well
Providing and fixing 10mm diameter Rupees One
M.S.bars welded mesh Jali of cover Thousand Six
1.13 Smt. over outlet pipe on coat of 1628.12 Hundred Smt.
anticorrosive oil painting three coats TwentyEight Paise
Providing & Fixing " u " steps
fabricated out of 16 mm dia M S Bar
As per Drawing & design including
10.00 No. 97.97 NinetySeven Paise No.
applying Two coats of Oil paint over NinetySeven Only
one coat of anticorrosive
Rupees Eighteen
Providing & constructing Junction Thousand Two
32.00 No 18237.00 Hundred
Box etc completed. (As Per R.A.)
ThirtySeven Only
Providing & Instaling diseal pump set Rupees One Lakhs
of following capacity Diseal genrator Therteen Thousand
1.00 No Set Water cooler rediator with Trolly 104083.12 Three Hundred No
& Bettery self Start Setetc. Comp. 25 Fifty Three and
HP. 26 LPS, 32 Mtr Head
Providing & constructing Road Thousand Two
0.00 Rmt 8248.00 Hundred
Crossing etc completed.
FourtyEight Only
Operation & Maintenance of Lift
Irrigation Scheme with Civil
Mechanical and Electrical Rupees One Lakhs
maintenance including formation and Eighty Six
5.00 Year Registration of Co-operative society of 186017.39 Thousand Year
Beneficiaries and handing over charge Seventeen and
Therty Nine Paisa
to the Registered Society after
Completion of O & M period etc.
Completed for 3 years
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details.html
RAW_HTML
1.SBD Sagavadiya (Asari Falia).pdf
2.Schedule-A Sagavadiya ( Asari Falia).pdf
3.Schedule-B Sagavadiya ( Asari Falia).pdf
4.Tender Statement Sagavadiya ( Asari Falia).pdf
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