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Tender Value
₹44.6 L
EMD Value
₹45,000
Closing Date
14 May 2026, 6:00 pmClosed
Executive Engineer,UNIT-2(S.S.), Gandhiangar.
Construction, Operation & Maintenance (For 5 Years) of Lift Irrigation Scheme At Village: Khatva, Tal. Kadana, District: Mahisagar
299898
01/02 OF 2026/2027
Open
Civil Works
Works
Gandhinagar
8 documents required · 8 mandatory
₹1,770
Executive Engineer (Civil), Unit-2 (S.S.) , Gandhinagar
₹45,000
30 Apr 2026
30 Apr 2026
30 Apr 2026
14 May 2026
30 Apr 2026
Name of Work :Construction, Operation & Maintenance (For 5 Years) of Lift Irrigation Scheme At Village: Khatva, Tal. Kadana,
District: Mahisagar
Memorandum showing items of work to be carried out
Estimated Rates Incl.1% L.C.
Item Quantities according to
Item of work Unit
No. estimate In figure In Words estimated
Rs. Ps. quantities
Excavation of pipeline trenches/foundation
trenches in the strata shown below including
depositing the excavated stuff as and where
1 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 any.
Rupees Two Hundred
1143.11 All Sort Soil Up To 1.50mt. 221.19 Twenty One And Cmt
Nineteen Paise Only
Rupees Three Hundred
945.34 Hard Murrum Up To 1.50 mt. 386.83 Eighty Six And Eighty Cmt
Three Paise Only
Rupees Four Hundred
241.65 Soft Rock ( Not requiring blasting ) 496.92 Ninety Six And Ninety Cmt
Rupees Four Hundred
44.44 Hard Murrum 1.50 mt. to 3.0 mt. 442.38 Fourty Two And Thirty Cmt
Eight Paise Only
Rupees Six Hundred Sixty
39.25 Soft Rock 3.0 to 5.0 mt. 662.56 Two And Fifty Six Paise Cmt
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
Mt. Moreover, lift 1.5 Mt. Etc.complete
Rupees Four Thousand
78.16 P.C.C.1:2:4 4726.80 Seven Hundred Twenty Six Cmt
And Eighty Paisa Only
Rupees Four Thousand
16.35 P.C.C.1:3:6 4401.58 Four Hundred One And Cmt
Fifty Eight Paisa Only
Rupees Three Thousand
Five Hundred Twenty Two
3.04 P.C.C.1:4:8 3522.88 And Eighty Eight Paisa Cmt
Providing B.B.Masonary IInd class using British size
conventional bricks in cement mortar of prop. (1:6)
for foundation plinth and super structure including
striking out joints 20mm deep with curing finishing
joints and providing scaffolding as directed with all
leads and all lifts etc.completed.
Rupees Eight Thousand
13.25 ( A ) For plinth. 8460.77 Four Hundred Sixty And Cmt
Seventy Seven Paisa Only
Rupees Eight Thousand
11.49 ( B ) For Superstructure 8994.05 Nine Hundred Ninety Four Cmt
And Five Paisa Only
Estimated Rates Incl.1% L.C.
Item Quantities according to
Item of work Unit
No. estimate In figure In Words estimated
Rs. Ps. quantities
Providing plaster of cement and sand in 1:3
Rupees One Hundred
proportion including preparing surface providing
4 156.70 175.74 Seventy Five And Seventy Smt
scaffolding,finishing curing as directed
Four Paise Only
Extra over item no. 4 for finishing with floating coat Rupees Sixty One And
of neat cement slurry…….. etc. comp. Sixty One Paise Only
Providing white or colour wash in three coats
Rupees Fifteen And
6 156.70 including scaffolding, cleaning surface 15.15 Smt
Fifteen Paise Only
Filling in plinth with sand under fllors including Rupees Eight Hundred
7 6.32 consolideting, watering, raming and dressing 882.74 Eighty Two And Seventy Cmt
etc.complete. Four Paise Only
Earth work from borrow pits of excavated selected
soil for plinth filling or back filling around kundi
Rupees One Hundred
including laying in layers breaking clods, providing
8 8.88 181.80 Eighty One And Eighty Cmt
specified, watering, consolidating as directed
dressing as per design section with all lead and
Providing & fixing Steel Doors with angel 40 x 40 x
6 mm & 24 x 25 x 4 mm frame with shutter of 16 Rupees Twenty Six
9 3.15 gauge plate as per approved drawing and design 2600.75 Thousand And Seventy Smt
with two coats of approved oil paint etc. Comp. Five Paise Only
Providing & fixing Steel Window with angel 40 x
x 6 mm & 25 x 25 x 4 mm frame with shutter of Rupees Three Thousand
10 2.16 16 gauge plate as per approved drawing and 3754.17 Seven Hundred Fifty Four Smt
design with two coats of approved oil paint etc. And Seventeen Paise Only
Providing and fixing in position T.M.T. Bar
reinforcement or tor steel bars reinforcement as
per detail drawing and design including cutting Rupees Seventy Four And
bending and binding in position with binding wires Seventy Four Paise Only
as directed with all leads and lifts etc. complete.
Providing and laying in position RCC as under
proportion using cement sand and crushed
aggregate (25 mm and under) for plinth course,
Rupees Five Thousand
lintels, slabs, beams, columns,
Seven Hundred Eighty
12 38.13 chajja,lofts,barrels,etc. including cost of frame 5784.27 Cmt
Four And Twenty Seven
work providing and shuttering temping smooth
finishing,curring as directed with all leads and lifts
Providing and laying I.P.S. flooring of plain cement
concrete 40 mm thick in proportion (1:2:4) using
Rupees Four Hundred
crushed aggregate (20mm and under)laid in situ
13 14.05 488.84 Eighty Eight And Eighty Smt
over 120 mm thick B.B.C.C. (1:5:10) including
Four Paise Only
temping smooth finishing curing lining as directed
with all leads and lifts etc.complete.
Providing cement and sand vata (10 cm x 10 cm)
size quarter around in cement mortar 1:1 prop.
Rupees Thirteen And
14 16.40 Including net cement finishing watering 13.13 Rmt
Thirteen Paise Only
Estimated Rates Incl.1% L.C.
Item Quantities according to
Item of work Unit
No. estimate In figure In Words estimated
Rs. Ps. quantities
Providing and fixing RC.C.precast jali 40mm thick
for ventilator or of approved quality and design Rupees Five Hundred
15 0.54 including fixing in position curing finishing as 501.97 One And Ninety Seven Smt
directed etc.complete. Paise Only
Providing laying & joining in standerd length ISI
Mark regied unplasticised PVC pipes Suitable for
Irrigation water with self fit joint including
Rupees Seven Hundred
necessary fittings like
16 421.00 711.04 Eleven And Four Paisa Rmt
Tee,Bend,Coupler,reducer,End cap joining material
(cement Solvent ) of following class and dia as per
IS specification No.4985 / 2000 etc. comp.
(6.00 kg/cm2)180 mm dia.
UPVC Pipe 4 Kg/ Cm^2
Rupees Two Hundred
996.00 140 mm Dia. 294.92 Ninety Four And Ninety Rmt
Rupees One Hundred
2206.00 110 mm Dia 192.91 Ninety Two And Ninety Rmt
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
17 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
Rupees One Thousand
Five Hundred Seventy
10.00 NP 2 600 mm dia 1574.59 Rmt
Four And Fifty Nine Paisa
Rupees Three Hundred
27.51 NP 2 150 mm dia 369.66 Sixty Nine And Sixty Six Rmt
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
18 pipes 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 I.S. 3589/2001,
Rupees One Thousand
Three Hundred Seventy
100 mm dia (5.40 mm thick ) Seven And Sixty Four
Providing,supplying & fixing ISI Mark G.I.Pipe with
19 couplings of following diameter and class etc.
Rupees Three Hundred
36.00 50 mm Dia. 390.87 Ninety And Eighty Seven Rmt
Estimated Rates Incl.1% L.C.
Item Quantities according to
Item of work Unit
No. estimate In figure In Words estimated
Rs. Ps. quantities
Rupees Six Hundred Thirty
5.00 80 mm Dia. 631.25 One And Twenty Five Rmt
Providing and Fixing I S I mark following class & dia
of different type of valves with necessary fittings of
20 standerded design and specification incl. testing
with all leads and lifts etc.complete.
Rupees One Thousand
Five Hundred Ninety
18.00 (A) Single Acting Air Valve 50 mm Dia. 1593.78 N0
Three And Seventy Eight
(B) Double Acting Air Valve
Rupees Two Thousand
Nine Hundred Three And
Seventy Five Paisa Only
Rupees Four Thousand
One Hundred Eleven And
Seventy One Paisa Only
(C ) Sluice Valve
Rupees Five Thousand
4.00 125 mm dia 5065.15 Sixty Five And Fifteen N0
Rupees Four Thousand
35.00 100 mm dia 4077.37 Seventy Seven And Thirty N0
Seven Paise Only
Rupees Six Thousand
2.00 (D) Reflux valve 100 mm dia 6062.02 Sixty Two And Two Paise N0
Rupees Nine Thousand
Four Hundred Seventy
1.00 (E) Pressure Relief valve 100 mm dia 9472.79 N0
Two And Seventy Nine
Providing and fabricating and Fixing Steel
platforms on R.C.C. jack well of different diameter
Rupees six Thousand Five
with walk way and railing around jack well
21 24.90 6507.43 Hundred Seven And Forty Smt
including fabrication, errection work etc.complete.
Three Paise Only
Size of Platform (4500 mm dia)
Supplying & Fixing Road Sign Board of M S Plate &
Angel Iron Incl Painting Lettering Etc Comp Incl Rupees Two Thousand
22 1.50 Fixing in C C ( 1: 4 : 8 ) With necessary Excavation 2410.87 Four Hundred Ten And Smt
Etc Comp As per I R C Type Design (Non Reflective Eighty Seven Paisa Only
Providing & fixing 45cm x 30 cm x 2.5 cm thick year Rupees Three Hundred
plate of marble stone set in CM. 1:1 including Thirty One And Twenty
23 1.00 finishing and engraving leters etc. Comp. 331.28 Eight Paise Only No
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 One And
corrosive paints with fixing over wall of pump room Eighty One Paise Only
/ RCC pillar etc. comp.
Structural work for pump lowering arrangment
Estimated Rates Incl.1% L.C.
Item Quantities according to
Item of work Unit
No. estimate In figure In Words estimated
Rs. Ps. quantities
Dewatering by pumping set of require capacity
including temporary plateform carting pumping at
site and fixing the same position incl all accessories Rupees Thirty Seven And
and fuel and labour etc. comp. Eleven Paise Only
(5.00 H.P.Engine x 100 hr = 500 HP-hr)
Rupees One Thousand Six
Providing and fixing 10mm diameter M.S.bars
Hundred Twenty Eight
welded mesh Jali of cover over outlet pipe on coat
26 0.56 1628.12 And Twelve Paise Only Smt
of anticorrosive oil painting three coats
Providing & Fixing " u " steps fabricated out of 16 Rupees Ninety Seven And
mm dia M S Bar As per Drawing & design including Ninety Seven Paise Only
applying Two coats of Oil paint over one coat of
anticorrosive paintetc.Comp.
Providing and erecting monoset three phase
400/440 Volt,50 c/s A.C supply & 2900 rpm
including lowering laying pipeline fixing of valves, Rupees Sixty One
28 2.00 panel board & including fixing of NRV on delivery 61371.64 Thousand Three Hundred No
side(Rising main to over head tank) with required Seventy One And Sixty
accessories (2 set Four Paisa Only
20 H.P 22 LPS, 50 mt. Head)
Providing & fitting A. C. Three phase Oil Rupees Seventeen
immeresed starter (D.O.L.) star/ delta & A.T.S. Thousand Nine Hundred
Type) with metering panel (16 to 20 HP ) Thirty Six And Five Paisa
Providing & fitting M.C.T.P. main switchs of
rewireable or I I R C type fuses suitable for 415 v
Rupees Six Thousand Two
acceptable maks as per category-II & III approved
30 2.00 6205.51 Hundred Five And Fifty No
by Electrical Division, Govt. of Guj. R&B
Providing Three Core flate PVC insulated water
proof & flexible copper cable used for the sub-
motor pump & shall confirming to IS 690 size mm
31 acceptable makes finolex / Goodcab/ jainson/MG/
Reliance (1.5 to 16 sq.mm) sabar (25 sq.mm) PVC
Rupees Four Hundred
200.00 Copper Cable 10.00 Sq.mm 424.53 Twenty Four And Fifty Rmt
Three Paise Only
Providing and fitining Room Wiring confirming
Rupees Three Hundred
Is694 for PVC insulated Copper Wire 2.50 Sq.mm
32 5.00 364.61 Sixty Four And Sixty One Point
With Standard Accessaries like PVC pipe Switches
plig saddle etc.comp
Rupees One Hundred Fifty
Approved make CFL Retrofit 13/15/18 watt
33 3.00 153.52 Three And Fifty Two Paise Each
erected if required
Providing & erecting Approved make Celing fan
with double ball bearing ISI mark with condenser
A.C 230V.550 c/S.1200 mm sweep complete Rupees One Thousand Six
34 1.00 canopy and 30 cm down rod erected on existing 1631.15 Hundred Thirty One And Each
hook or clamp with 24/.2 3 core flexibale wire with Fifteen Paise Only
earthing (make shall be approved by engineer in
Estimated Rates Incl.1% L.C.
Item Quantities according to
Item of work Unit
No. estimate In figure In Words estimated
Rs. Ps. quantities
Providing Indor type shunt power capacitor with
Rupees Two Hundred
G.E.B. test certificate with ISI mark as per IS 2834 KVA
35 12.00 211.09 Eleven And Nine Paise
(or Latest addition) (MMP) Type (Dry) Oil R
impreganted) (4 KVAR Each)
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 Rupees Two Thousand Six
36 2.00 opration on single phase 240 v having 2647.06 Hundred Forty Seven And NO
characteristic of quick action & do not incorporate Six Paisa Only
any electronic component.for following Max.rating
erected as directed. 40Amps.DP
Providning laying & jointing PVC Pipe & FTA Rupees One Hundred
37 21.00 ( Moulded ) etc complete. 121.20 Twenty One and Twenty No
Rupees Fourteen
Thousand Nine Hundred
38 1.00 Providning & laying Y joint etc complete. 14984.36 Eighty Four And Thirty Six No
Rupees Twenty One
Thousand Six Hundred
39 1.00 Providning & laying Junction Box etc complete. 21617.03 Seventy And Three Paise No
Diversion of water course/ Providing Coffer dam &
Bound of Island as may be Necessary for Rupees Eleven Thousand
40 1.00 foundetion & Maintaining the same for the period 11615.00 Job
Six Hundred Fifteen Only
as may be necessary etc.complete.
Providing Chain Pully Block with Tripplr gear
arrengement lifting hook ,load chain, hand chain &
Rupees Seventeen
locking device with necessary mounting
41 1.00 17574.00 Thousand Five Hundred No
gurder/structure,spur gear travilling trolly and all
Seventy Four Only
(2.00 Tone Capacity) etc Complete.
Operation & Maintanance of Lift Irrigation Scheme
with Civil, Mechnical and Electric Maintainance
including formation and Registration of co-opretive
Rupees One Lacs Sixteen
society of beneficeries and handing over charge to
Thousand Four Hundred
42 5.00 the Registered society. 116414.46 Year
Fourteen and Forty
Refer detailed item specification for scope of
work and yearwise release of payment on
achieving specified targets.
In Words Rs. Forty Four Lacs Sixty Two Thousand Five Hundred Fifty Four Only
Deputy Executive Engineer, Executive Engineer,
SUB UNIT -3/2 UNIT-2(S.S.)
Lunawada Gandhinagar
(A) Total tendered amount Rs.
(B) Rebate on above tendered amount ( If any) ______% Rs.
Estimated Rates Incl.1% L.C.
Item Quantities according to
Item of work Unit
No. estimate In figure In Words estimated
Rs. Ps. quantities
(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
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 3/2 UNIT-2(S.S.)
Lunawada Gandhinagar
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