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Tender Value
₹7.3 Cr
EMD Value
₹7.3 L
Closing Date
21 Oct 2026, 6:00 pm
Executive Engineer, Anand Irrigation Division Anand.
Restoration to Main Canal (MRBC) by Providing C.C.Lining and Keywall in between ch 59000 m to 64000 m under Juridiction of Ode Irrigation Sub division
347543
9 of 2026-27
Open
Miscellaneous Works
Works
Anand
13 documents required · 12 mandatory · 1 optional
₹12,000
Executive Engineer Anand Irrigation Division Anand
₹7.3 L
22 Sept 2026
22 Sept 2026
22 Sept 2026
21 Oct 2026
22 Sept 2026
Item No. Description of Item Qty Unit Rate(Rs.) Amount (Rs.)
Clearing the shrubs, like akadas, weeds and other vegetables including depositing the
1 same outside and burning etc. complete from canal beds and both slopes of the banks, for 4.96 Km 11552.00
canal with discharge. For Canals Above - 250 Cusecs.
Clearing the silt from the CANAL BED / SLOPE by digging the same to the required bed
level and gradient including depositing the excavated earth regularly in spoil bank for
utilizing the same preparing the banks after breaking clods as and where directed for lead
upto 50 m. and all lifts. (BY MACHINERY)
Providing and laying plain/reinforced cement concrete lining of M 15 (MSA 20 mm) in bed,
side slopes and curvature including batching, mixing, transporting, placing, vibrating,
3 smooth finishing, curing including dewatering where required.(MACHINERY BASED By 63488.00 Sqmt 471.50
Batchmix Plant & Transit Mixer - WITH PAVER WATER CURING) 10 cm thick lining in
Providing and laying plain/reinforced cement concrete lining of M 15 (MSA 20 mm) in bed,
side slopes and curvature including batching, mixing, transporting, placing, vibrating,
4 smooth finishing, curing including dewatering where required.(MACHINERY BASED By 61901.00 Sqmt 484.90
Batchmix Plant & Transit Mixer - WITH PAVER MEMBRANE CURING) 10 cm thick lining in
Providing groove and filling expansion joint of size 12 mm wide and 25 mm deep in canal
5 lining during construction with two coats of primer and filled with bituminious and fine 51708.00 meter 34.70
sand in proportion of 2:1, as directed etc. complete.
Providing & Laying in position "DESIGN MIX" cement concrete using cement sand and
crushed aggregate for C.C./ R.C.C work by "FLORI" including necessary formwork,
centering, scaffolding, compaction by vibrator, curing as directed with all lead & lift etc
complete without dewatering and excluding the cost of steel reinforcement.(A) For Footing
of column / Abutment / Pier / Bottom slab of barrel / Plinth course / Coping / Approach
Slab etc.(a) Concrete grade M-15 and MSA-20 mm
BILL OF QAUANTITIES
Name of Restoration to Main Canal (MRBC) by Providing C.C.Lining and Keywall in between ch 59000 m to 64000 m under Juridiction
Work : of Ode Irrigation Sub division
Item No. Description of Item Qty Unit Rate(Rs.) Amount (Rs.)
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
7 formworks centering, scaffolding, compaction by vibrator, curing as directed with all lead & 26.00 Cum 3935.00
lift etc complete Without Dewatering and excluding cost of steel reinforcement. C. C.
Nominal Mix, M-15 and MSA-20 mm
Providing inspection steps while lining along the canal slopes as per drawing etc. complete
as directed. (0.30x0.20x0.75m)
Excavation for foundation in all sorts of soil including yellow sandy gravelly soils ,soft &
hard murrum etc. in dry condition including depositing the excavated stuff in uniform
layers in banks or as and where directed etc. complete for lead upto 500 m and all lift. (BY
MACHINERY)Excluding Dewatering
Type-A,"W": Metal Beam Crash barrier (Providing & erecting a "w" metal beam crash
barrier comprising of 3 mm thick corrugated sheet metal beam rail,70 cm above
Road/ground level,fixed on ISMC series channel vertical post, 150x75x5 mm spaced
10 mtr. Center to center,1.80 mtr high,1.1 mtr below road/ground level, all steel parts and 480.00 Meter 3321.00
fitments to be galvanized by hot deep process,all fittings will be confirm to IS:1367 &
IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section
150x75x5 mm, 330 mm long complete as per clause 811)
Providing Drone videography Before, Ongoing and after construction of work as per
instruction of Engineer-in Charge
Rs. Seven Crore Twenty Lac ninty Seven Thousand four hundred ninty Five & twenty two Paise Only
BILL OF QAUANTITIES
Name of Restoration to Main Canal (MRBC) by Providing C.C.Lining and Keywall in between ch 59000 m to 64000 m under Juridiction
Work : of Ode Irrigation Sub division
Item No. Description of Item Qty Unit Rate(Rs.) Amount (Rs.)
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 Put to tender Estimated amount Put to tender
Deduct …………………….% Below Add ……………. % above
In Words In Words
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.
2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3 GST and Income tax TDS will be deducted at a source while making payments of bills
In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC 10/2017 Cement Consumption
/16/CDate:11/05/2017 as 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
4 cement consumption have been deducted from the rate i.e. 5483.37/MT of original item at the rate of input rate mentioned in all the tender.
Deputy Executive Engineer Divisional Accountant
Signature of contractor Ode Irrigation Sub Division Anand Irrigation Division
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details.html
RAW_HTML
Tender Notice-09 of 2026-27 Online (1).pdf
1. Front Page 59000 m.pdf
2. Notice Inviting Online Tender 59000 m.pdf
3.SBD 59000 m.pdf
4. Technical Specification 59000 m.pdf
5.A BOQ 59000 m.pdf
5.B POL 59000 m.pdf
5.C Cement Consumption 59000 m.pdf
Certificate 1.pdf
Certificate 2.pdf
Section 9 Dwg 59000 m.pdf
SUDHAREL NIVIDA.pdf
CORRIGENDUM
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