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Tender Value
₹2.5 Cr
EMD Value
₹2.5 L
Closing Date
23 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer Shedhi Irrigation Division Nadiad
Providing Ashphalt Road on Kajipura Branch Canal extension Service Road Between Ch.0 to 15300 mt.
293328
17 of 2025-26
Open
Civil Works - Canal
Nadiad
10 documents required · 8 mandatory · 2 optional
₹3,600
Executive Engineer Shedhi Irrigation Division Nadiad
₹2.5 L
2 Apr 2026
2 Apr 2026
2 Apr 2026
23 Apr 2026
2 Apr 2026
Bill of Quantity
Name of Providing Ashphalt Road on Kajipura Branch Canal extension Service Road Between Ch. 0 to 15300 mt
Item No. Item of work Unit Qty Figure Word Amount (Rs.)
Clearing the canal banks outer and inner
slopes by jungle cutting, removing vegetation,
Ghabaraja, trees etc. along with burining it Rs. Ten &
1 and carrying away as and where required and Sqmt 61200.00 10.30 Thirty Paise
as directed etc, complete by machinery Only
Preparing Surface by brushing with wire
bushes for removing caked mud etc sweeping Rs. Twenty
with brooms and finally fanning the cleaned Eight &
surface with gunney abgs to remove all loose Thirty Two
dirt etc. (i)Water bound macadam surface Paise Only
Providing Laying, spreading and compacting
graded stone aggregate to Wet Mix Macadam
(WMM) specification including premixing the
material with water at OMC in mechanical mix Thousand
plant carriage of mixed material by tripper to Six
site, laying in uniform layers with paver in Hundred
subbase/base course on well prepared surface Eighty &
and compacting with roller to achieve desired Eighty
density Eight Paise
Rolling and consolidation of Water bound
macadam(Except laterrite and kankar)
including watering not exceeding 150 mm
thickness( main layer including binding Rs. Twenty
4 material) including filling in depression which SqM 45900.00 21.00
occur during the process (B) with power rollar
exceeding 8 tonne and not exceeding
Providing and laying Bituminous 25 mm thick
VG-30 Premix Asphalt Carpet considering
Cmt per 1 M.T. Mix as per MORTH gradation
and specification with asphalt for 4.00 Kg/10
smt on W.B.M surface and 33.60 kg per M.T.
of Tatal mix( i.e.3.36 %) for mixing, mixing the Rs. Three
aggregate and asphalt by continous batching Thousand
of Drum mix plant including loading , Five
5 transporting and spreading same by paver MT 2639.00 3506.65 Hundred
finisher & Consolidation by Vibratory roller Six & Sixty
80 to 100 KN static weight including providing
necessary equipments, T & P, oil, kerosen,
firewood, labour charges etc Complete with
contractor own machinary. (R.A)
Bill of Quantity
Name of Providing Ashphalt Road on Kajipura Branch Canal extension Service Road Between Ch. 0 to 15300 mt
Item No. Item of work Unit Qty Figure Word Amount (Rs.)
Providing and laying bituminious 0.27 cum/10
smt seal coat using M/C stone aggregate at
the rate of 0.66 cum/MT and for mixing
@51.03 kg./M.T. of tatal mix( i.e.5.103 %),
mixing by continous batching of Drum/ Hpt
mix plant including loading , transporting and Rs. Three
spreading same by paver finisher &
Consolidation by Vibratory power roller
6 MT 2203.00 3815.13 Hundred
to 100 KN static weight including flushing Fifteen &
sand or sand dust @ 0.30 Cum/100 Smt etc, Thirteen
completted including T & Ps. fire wood, fuel, Paise Only
oil, lubricants and labour charges etc
complete . using contractor's own machinary.
(Rate analysis)
Providing and laying asphalt painting on BT
surface with bitumen grade VG-30 at the rate
of 5Kg/10sqm by Mechanical sprayer and Rs. Forty
spreading the stone dust on prepared surface One &
at the rate 0.03cum/10 sqm and rolling with Eighty
smooth wheeled roller and pneumatic roller Paise Only
and brushing etc. complete (Rate analysis)
Earth work in embankment using selected soil,
soft & hard murrum excavated from approved
borrow area / village tanks etc. Including Rs. One
conveying, spreading in uniform layers, Hundred
breaking clods and dressing to the designed Ninety
8 canal section etc. with lead upto 500 m and all Cum 2043.00 199.75 Nine &
lift .(For canals having capacity 50 to 300 Seventy
Cusec) ( By Machinery ) Additional Lead for
Rs. Two Crore Fifty One Lac Eighty Four Thousand one Hundred Twenty four &
Fourty Seven Paise Only
I/We am/are willing to carry out the work at……………………………. % above/ below percent (Should
be written in figures and words) of the estimated rate mentioned above. Amount of my/our tender
works out as under.
Estimated amount Estimated amount
Deduct :- ____ % Below Rs. _______________ Add ____ % above Rs. ______
Net Tender amount Rs. ______________ Net Tender amount Rs.
Notes 1 - The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-
Charge for which no extra payment shall be made.
Notes 2 - The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
Bill of Quantity
Name of Providing Ashphalt Road on Kajipura Branch Canal extension Service Road Between Ch. 0 to 15300 mt
Item No. Item of work Unit Qty Figure Word Amount (Rs.)
Notes 3 - GST and Income tax TDS will be deducted at a source while making payments of bills
Note 4 - In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC
10/2017CementConsumption /16/CDate:11/05/2017as stated in S.O.R. therefore in R.C.C. items where there is a change as
per actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at the
rate of input rate mentioned in all the tender.
Notes 1 - All work shall be carried out as per Public Works Department Handbook and specifications of Division or as directed
by supervisory staff.
Notes 2 - The persons of firm submitting the tender should see that the all the columns in the schedule should be filled in
inkand total of entries in last column should be struck by the contractor under his signature.
Notes 3 - Rates quoted include clearing 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.
Note 4 - The meaning of abbreviationss used in units are as under. Hact - Hactare MT - Metric Tonne Rmt = Running
Note 5 - Basic Rate for Cement Difference Calculation of Mix Design will be Rs. 5483.37/M.T. (Rate as per CGWRD SOR 2023-
Signature of agency
Tedner Clerk Deputy Executive Engineer
Shedhi Irrigation Division Meshwo Irrigation Sub Division
Executive Engineer Divisional Accoutant
Shedhi irrigation Division Shedhi Irrigation Division
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details.html
RAW_HTML
1 SBD Ch.0 to 15300 mt.pdf
2 Sch-B Final.pdf
3 Itemwise Specifications.pdf
4 Test Criteria.pdf
5 General Specification.pdf
6 Special Candition.pdf
7 General Technical Specification.pdf
8 Drawing.pdf
Tender Notice No.17 of 2025-26.pdf
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