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Tender Value
₹48.9 L
EMD Value
₹49,000
Closing Date
20 May 2026, 6:00 pmClosed
Executive Engineer, U.L.B.C.Inv.Dn.No.2,Valod
Restoration of Canal Syphone at Ch. 3715 mt and Damage Lining on Chapaldhara Distry.
302025
E Tender Notice No.1 of 2026-27
Open
Civil - All
Tapi
13 documents required · 11 mandatory · 2 optional
₹1,500
Executive Engineer, U.L.B.C.Inv.Dn.No.2,Valod
₹49,000
6 May 2026
6 May 2026
6 May 2026
20 May 2026
6 May 2026
Name of Work:- Restoration of Canal Syphone at Ch. 3715 mt and Damage Lining on Chapaldhara Distry.
Memorandum showing items of work to be carried out
Item Quantities Item of work Estimated Rates Per. Total Amount
Item Quantities Item of work Estimated Rates Per. Total Amount
No. estimated Unit according to
but may be In estimated
more or figure Rupees in Words. quantities
Item No.1 Dismentalling the existing foundation concrete
Rupees One Thousand
including disposing the dismentalled stuff including
One Hundred Sixty
1 65.00 M³ sorting out and stacking the useful materials and removing 1165.20 M³
Five and Paise Twenty
the debries and making good the damage etc. complete as
directed. (b) In cement mortar
Item No.2 Dismentalling the existing R.C.C. pipes of the
Rupees One Thousand
following diameter including sorting out and stacking of
Two Hundred Eighty
2 40.00 Rmt. the useful materials including refilling the trenches etc. 1281.70 Rmt.
One and Paise Seventy
complete as directed. (NP-2 pipes) (d) 1000 mm to
Item No.3 Removing of exiting disturbed C.C.lining
including opening of joints, stacking the same and Rupees Twenty Nine
disposing of stuff as directed etc. complete with all leads And Paise Ten Only
Item No.4 Excavation for foundation in all sorts of soil
including yellow, sandy, gravelly soil, soft & hard
murrum, etc. dry condition including depositing the Rupees Eighty One
excavated stuff in uniform layers in banks or as directed And Paise Fifty Only
etc. complete for lead uo to 1.0 Km and all lifts. (By
machinery) (a) Above water table.
Item No.5 Earthwork in embankment using soil, soft &
hard murrum excavated from approved borrow area/village Rupees Ninenty Four
5 478.00 M³ tanks etc.including breaking clods, dressing to the design 94.20 And Paise Twenty M³
section with lead up to following kilometer and all Only
lifts.(By poclane machinary 3 k.m. lead)
Item No.6 Compaction of selected soil/hard murrum/soft
murrum in even thickness of 15 to 20 cms including Rupees Ten And Paise
watering rolling of suitable capacity etc. complete as Fourty Only
Item No.7 Providing and laying Plain /Reinforced cement
concrete of cement,sand and metal (20 mm to 25mm Rupees Four Thousand
size) in following proportion laid in situ including sutte Nine Hundred Forty
ring, temping, smooth finishing,curingetc.complete as Three and Paise
directed for all lead sand lifts (Manually With Ninenty Only
Conventional Mixer) (iv)1:2:4
Rupees Five Thousand
7.b 266.00 M³ (v) 1:1.5:3 5380.20 Three Hundred Eighty M³
and Paise Twenty Only
Item No.8 Providing and fixing in position (different
diameter) IS NP3 CLASS Rainforced pipe with caulking Rupees Three
the joints with cement mortar 1:1 proportion using jute Thousand Five
string soaked in cement slurry, finishing joints, and laying Hundred Ninety and
pipes to the designd grade and levels, curing etc. complete Paise Ninety Only
for all lead and lifts. (g) NP3 class 1200 mm dia pipe.
Item Quantities Item of work Estimated Rates Per. Total Amount
Item Quantities Item of work Estimated Rates Per. Total Amount
No. estimated Unit according to
but may be In estimated
more or figure Rupees in Words. quantities
Item No.9 Providing and placing in position Rupees Seven
reinforcement bars including cutting, bending welding, Thousand One
joints where necessary, hooking etc. complete as per Hundred Ninenty Four
Item No.10 Providing and laying plain / Reinforced
cement concrete lining of 1:2:4 praportion (Conventional
mix) in bed, side slope and curveture including mixing Rupees Three Hundred
10.a 1352.00 M² transporting, placing, smooth finishing, curing including 364.50 Sixty Four and Paise M²
dewatering where required (manually with conventional Fifty Only
mix).(a) 7.50 cm thick lining in Bed & slope
Rupees Four Hundred
10.b 240.00 M² (b) 10.0 cm thick lining in Bed & slope 448.20 Fourty Eight and Paise M²
Item No.11 Providing videography on the ocassion of Rupees One Thousand
function or for ongoing construction work including Two Hundred Thirty
dubbing, titeling etc. complete including cost of And Paise Fifty One
cassette/CD. (b) Up to 4.00 hours Only
Rupees Fourty Eight Lakhs Eighty Seven Thousand Seven Hundred Twenty Nine And Paise Thirty One Only
figures and words) of the estimated rates mentioned above.Amount of my/our tender works out as under.
* Estimated amount 48,87,729.31 * Rs.
Deduct…….%belo Rs. Add… Rs.
Net Rs. Total Rs.
In words…………………….. In words……………………..
*(Please strike out whichever is not applicable)
Note 1 All works shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.
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Note-2 All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor
under his signature.
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Note-3 Rates quotes include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under
all conditions, site, moisture, weather etc.
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Note-4 To be continued on additional sheets, if found necessary.
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Signature of Contractor Deputy Executive Engineer Executive Engineer
U.L.B.C.Sub Dn Ukai Left Bank Canal Inv.Div.No.2
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2. SBD CSY Ch. 3715 mt Chapaldhara Distry.pdf
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Tender Notice No.1 of 2026-27.pdf
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