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Tender ID
Tender Value
₹42.1 L
EMD Value
₹42,100
Closing Date
19 Feb 2026, 6:00 pmClosed
EXECUTIVE ENGINEER, PANCHAYAT IRRIGATION DIVISION, LUNAWADA
Repair and Maintenance Works for Saroli Minor Irrigation Scheme (Part-1) in Lunavada Taluka of Mahisagar District
273378
18 Of 2025-26
Open
Civil - All
Works
Mahisagar
1 document required · 1 mandatory
₹1,500
Yes
Executive Engineer, Panchayat Irrigation Division, lunawada
₹42,100
Yes
5 Feb 2026
5 Feb 2026
5 Feb 2026
19 Feb 2026
5 Feb 2026
NAME OF WORK: REPAIR AND MAINTENANCE WORKS FOR SAROLI MINOR IRRIGATION SCHEME (PART-1), TALUKA: LUNAVADA,
DIST: MAHISAGAR
Memorandum showing items of work to be carried out
Quantities Estimated Estimated Rates
Item Total amount according
Item Total amount according
but may be more or Item of Work In Figure Unit
No. less In Words to estimated Quantities
Cleaning the slope of dam within the dam boundry by
removing the bushes,shrubs girth and small trees including
1 11820.00 4.90 Four Rupees and Ninety Paise Sqmt
depositing the materials as and where directed up to 50 mt.
and all lift etc completed.
Cutting down the trees of different girths, (at 45 cm above
G.L.) including removing & grubbing roots below ground
2 20.00 leval within the canal boundary including stacking the wood 722.00 Seven Hundred Twenty Two Rupees No.
outside the canal boundary as directed etc. complete. (a)
Girth above 0.50 & upto 1.00 m
Excavation for foundation in overburden in all sorts of soil
hard murrum , gravel etc including shoring , strutting and
3 45.27 depositing the excavated stuff in regular stacks or layers with 110.50 One Hundred Ten Rupees and Fifty Paise Cum
lead up to 500 mtr and all lifts. (By Machinery) including
Earthwork/Back filling with selected earth brought from
outside borrow area or from excavated useful material
4 7200.28 including spreading in layers, watering, compaction by 144.50 One Hundred Forty Four Rupees and Fifty Paise Cum
pnuematic/mechanical equipment and all lead and all lift etc
Providing and laying dry rubble pitching of various
thickness to required grade including trimming of earth
Three Hundred Thirty Nine Rupees and Eighty
5 2990.83 work, hand packing the interstices with spauls, filling earth 339.80 Sqmt
in interstices pannelling complete for all leads and lifts.
Providing & Laying in position "NOMINAL MIX" cement
concrete using cement, sand and crushed aggregate by mass
and machine mix for C.C./R.C.C work incl. necessary
Three Thousand Nine Hundred Thirty Five
6 11.68 formworks centering, scaffolding, compaction by vibrator, 3935.00 Cum
curing as directed with all lead & lift etc complete Without
Dewatering and excluding cost of steel reinforcement. (c) C.
C. Nominal Mix, M-15 and MSA-20 mm
Dismantling the existing foundation concrete including
sorting out the dismentalled stuff and stacking the useful One Thousand One Hundred Fifty Five Rupees
material, removing the debris and making good the damages and Twenty Paise
etc. complete as and where directed. Cement Concrete
Dismantling the existing stone masonry including sorting
out and stacking the useful material and removing the
8 16.96 750.90 Seven Hundred Fifty Rupees and Ninety Paise Cum
debries and making good the damages etc. complete as
directed. In Cement Mortar
Providing & Laying in position "NOMINAL MIX" cement
concrete using cement, sand and crushed aggregate by mass
and machine mix for C.C./R.C.C work incl. necessary
9 78.48 formworks centering, scaffolding, compaction by vibrator, 4296.00 Four Thousand Two Hundred Ninety Six Rupees Cum
curing as directed with all lead & lift etc complete Without
Dewatering and excluding cost of steel reinforcement. (f) C.
C. Nominal Mix, M-20 and MSA-20 mm
Providing and fixing in position 1.80 m high above finished
ground level sign boards of standard size 0.45 m x 0.30m
10 6.00 with M.S. angle 40mm x 40mm x 6mm with 3mm thick iron 1365.00 One Thousand Three Hundred Sixty Five Rupees Nos.
plate in 1:5:10 proportion concrete block size 40cm x 40cm x
75 cm including radium paint on both side etc. complete.
Providing, fabricating and erecting in position service gate
and emergency gate incl cost of embedded parts, hoisting
arrangement, finishing etc as per design and drawing with
Three Lakh Forty Three Thousand Two Hundred
11 2.88 one coat of primer and two coats of anti corrosive black 343214.50 Sqmt
Fourteen Rupees and Fifty Paise
epoxy paints etc complete, Gate should be attached to the
hoist with complete installation & commissioning etc
Providing & Placing in position reinforcement bars
including cutting, bending, welding joints where necessary,
12 3.89 82019.00 Eighty Two Thousand Nineteen Rupees MT
hooking etc. complete as per drawing for all lead and lifts.
TMT / CRS (FE 500 D)
Providing and fixing M. S. steel grill with angle frame for
head regulator including fixing arrangment supports. etc. as
13 0.36 71013.00 Seventy One Thousand Thirteen Rupees MT
per design, oil painting with one coat of primer and two coat
of approved oil paint etc. complete
Providing Fabricating and erecting a steel ladder M.S Angle
One Thousand Two Hundred One Rupees and
14 10.00 50 X 30 X 6 mm in the H.R. well as per design to approach the 1201.60 Rmt
H.R. gates from top of H.R. well etc complete as directed.
Quantities Estimated Estimated Rates
Item Total amount according
Item Total amount according
but may be more or Item of Work In Figure Unit
No. less In Words to estimated Quantities
Providing and fixing rolling shutters of approved make made
of 80 mm wide M.S. laths inter-locked together through their
entire length and jointed together at the ends by end locks
mounted on specially designed pipe shaft with bracket plates,
15 2.16 4501.00 Four Thousand Five Hundred One Rupees Sqmt
guide channels and arragements for inside and outside
locking with push-pull operation including the cost of hood
cover and spring etc. complete. (B) Shutters having width
Providing and fixing gauge posts with 15 Cm. Wide
enamelled gauge plate including M.S. channel (130 mm x
16 15.00 719.50 Seven Hundred Nineteen Rupees and Fifty Paise Rmt
mm x 5 mm) of standard design and section and of required
length of specified location etc. complete.
Two Lakh Eighty Thousand Nine Hundred Four
17 1.00 Construction and Dismantling of Cofferdam 280904.80 Nos.
Rupees and Eighty Paise
Providing and fixing in position ( different diameter ) I.S.,NP-
3 class reinforced pipe with caulking the joints with cement
mortar 1:1 proportion,using jute string soaked in cement Two Thousand Eight Hundred Fifty Seven
slurry, finishing joints and laying pipes to the designed grade Rupees and Seventy Paise
and levels, curing etc. complete for all leads and lifts. NP-3
class 900 MM dia pipe.
Total Cost (Rs.)
I/We am/are willing to carry out the work at…............................................................ % above/below percent (Shouldbe written in figures and words) of the estimated rate
Estimated amount put to tender Estimated amount put to tender
Deduct………% below Add………% Above
In words In words
Executive Engineer
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details.html
RAW_HTML
01_SBD Saroli_(Part-1)_29-01-2026.pdf
02_Schedule-A_Saroli.pdf
03_Schedule-B_Saroli_(Part-1) .pdf
05_Tender Statement of Saroli.pdf
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