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Tender Value
₹42.3 L
EMD Value
₹42,500
Closing Date
28 Sept 2026, 6:00 pmDue tomorrow
Executive Engineer, K.R.B.C. Division, Surat
Improvement to existing irrigation infrastructure works Under Orma-Jafrabad P.S.M. (3rd Attempt)
344240
08 of 2026-27
Open
Civil - All
Works
Surat
6 documents required · 5 mandatory · 1 optional
₹1,500
Executive Engineer, K.R.B.C. Division, Surat
₹42,500
11 Sept 2026
11 Sept 2026
11 Sept 2026
28 Sept 2026
11 Sept 2026
Bill of Quantities
Name of Work :- Improvement to existing irrigation infrastructure works Under Orma-Jafrabad P.S.M.
Item RATE in (Rs) Per Amount
No In figure In words In Rs
Clearing the canal land width including removing the
shrub, bushes, cactus, weeds other vegetation including
cutting down trees upot 0.50 mt girth and depositing the
Rupees Fourteen
1 11600.00 removed materials outside the canal land width up to lead 14.60 SM
Paise Sixty Only
of 50 meter as directed etc. complete. (Without water
Dismantling the existing brick masonry including sorting
out and stacking the useful materials and removing the
2 7.27 757.40 Hundred FiftySeven CM
debries and making good the damage etc. complete as
Paise Fourty Only
directed. (b) In cement mortar
Dismentalling the existing RCC Pipes of the following
diameter including sorting out and stcking of the useful
materials including refilling the trenches etc. complete as
directed.(NP-2 Pipes)
30.00 (a) 225 mm to 400 mm dia. 349.50 Hundred FourtyNine Rmt.
Paise Fifty Only
20.00 (b) 450 mm to 600 mm dia. 582.60 Hundred EightyTwo Rmt.
Paise Sixty Only
Excavation for foundation in all sorts of soil including
yellow, sandy, gravelly soil, soft & hard murrum, etc. dry
condition including depositing the excavated stuff in Rupees EightyOne
uniform layers in banks or as directed etc. complete for Paise Fifty Only
lead uo to 1.0 Km and all lifts. (By machinery) (a) Above
Earthwork in embankment using soil, soft & hard murrum
excavated from approved borrow area/ village tanks Rupees One
5 1699.00 etc.including breaking clods, dressing to the design 135.30 Hundred ThirtyFive CM
section with lead up to 5.00 Km and all lifts.(By JCB-4CX Paise Thirty Only
Compaction of Earthwork in embankment in layers 15 to
20 Cms at requisite moisture content to required dry
density not less then 85% of corresponding proctor Rupees Twelve
maximum dry density including watering, rolling with Paise Fourty Only
suitable type of roller etc. complete.
Providing and laying plain/ reinforced cement concrete
lining of m-15 grade in bed, side slopes and curvature Rupees Three
including batching, mixing, transporting placing, smooth Hundred
finishing, curing including dewatering where required. EightySeven Paise
(machinary based without Paver). (a) 7.5cm thick lining in Eighty Only
Providing and filling Asphalt of the approved make and
Rupees SixtyEight
8 1523.00 sand in the Expansion and constraction joints in the C.C. 68.03 Rmt.
Paise Three Only
Lining Including clearing the joints with air water jet.
Providing and laying Plain/Reinforced Nominal Mix
cement concrete of various grade with cement,sand and
coarse aggregates including centering, shuttering, Rupees Four
batching, mixing, transporting, placing, vibrating, smooth Thousand Four
9 5.00 finishing, curing etc. Complete for all lead and 4479.80 Hundred CM
lift.(Manually With Conventional Mixer, Including SeventyNine Paise
dewatering) (B) Raft, Bottom slab of barel, footing of Eighty Only
columns, piers, abutment and bottom slab of sump etc. (i)
Providing and laying Plain/Reinforced Nominal Mix
cement concrete of various grade with cement,sand and
coarse aggregates including centering, shuttering, Rupees Four
batching, mixing, transporting, placing, vibrating, smooth Thousand Six
finishing, curing etc. Complete for all lead and Hundred NinetyTwo
lift.(Manually With Conventional Mixer, Including Paise Ninety Only
dewatering) (C) Piers, abutment, wingwalls, headwall,
returnwall etc. (ii) M-15
Providing and fixing in position (different diameter) NP2
R.C.C pipe with collar including filling and caulking the
joints with cement mortar 1:1 proportion, finishing, curing
etc.complete for all lead and lifts.
30.00 (b) NP2 class 300 mm Dia pipe 627.30 Rmt.
TwentySeven Paise
20.00 (c) NP2 class 450 mm Dia pipe 1001.30 Thousand One Rmt.
Paise Thirty Only
Providing and Fixing in position vertical Steel out late
Gate including fabrication, cutting, welding and two coat
12 1.00 oil paint and one coat red oxide (Prime coat), greasing 4892.10 No
Hundred NinetyTwo
ect. Complete as per drawing or as directed. Rate for one
gate (Size 0.45 x 1.00 mt.)
Total Amount Rs.
Total Amount Rs.
I/We am/are willing to carry out the work at _______ % above/below ( percent should be
written in figures and in words ) of the estimated rates mentioned above. Amount of my/our
tender works out as under.
*Estimated amount
put to tender Rs.
Rupees FourtyTwo Lakh TwentyNine Thousand Two Hundred
SixtySix Paise FourtyNine Only
Deduct ____ % below Rs. _________ Add ____ % above Rs. _________
Net Rs. _________ Total Rs. _________
*( Please strike out which ever is not applicable )
Note 1:- All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.
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.
Note 3:- Rates quoted 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.
Note 4:- To be continued on additional sheets, if found necessary.
Deputy Executive Engineer Executive Engineer
Rander Irri. Sub Division K R B C Division
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
1. SBD BOOK.pdf
2. Sch - B Orma PSM.pdf
3. WOrk and SIte Condition and Itemwise Specification.pdf
4. Cement Consumption.pdf
5. Drwg.pdf
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