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Tender Value
₹79.4 L
EMD Value
₹80,000
Closing Date
7 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Petlad Irrigation Division Petlad
Constructing new box type barrel in place of existing VRB @ ch. 5400 mt. on Bhalada Balinta Drain.
283397
21 of 2025-2026
Open
Miscellaneous Works
Anand
8 documents required · 7 mandatory · 1 optional
₹2,400
Yes
Executive Engineer Petlad Irrigation Division Petlad
₹80,000
Yes
9 Mar 2026
9 Mar 2026
9 Mar 2026
7 Apr 2026
9 Mar 2026
Bill Of Quantities
Memorandum showing items of works to be carried out
NAME OF Constructing new box type berrel in place of existing VRB @ ch 5400 mt. on bhalada balinta
Quantity Estimated rate
estimated Total amount
estimated Total amount
but may Item Rs. in Rs. in Unit accoarding to
be more figs. words estimated quantities
ITEM NO :- 1 Excavation for foundation in all
sorts of soil including yellow sandy gravelly soils
,soft & hard murrum etc. in dry condition Rs. One
including depositing the excavated stuff in Hundred
1 915.00 uniform layers in banks or as and where directed 107.80 Seven & CM
etc. complete for lead upto 500 m and all lift.(BY Eighty Paise
MACHINERY) Including dewatering. Only
ITEM NO :- 2 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 including Rs. Three
necessary formwork, centering, scaffolding, Thousand
compaction by vibrator, curing as directed with Three
2 233.00 all lead & lift etc complete without dewatering 3346.00 CM
and excluding the cost of steel reinforcement. (A) Forty Six
For Foundation concrete / General purpose (a) Only
C,C Nominal mix,M-10 and MSA-40 mm
ITEM NO :- 3 (A) 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 etc. (a) Concrete grade M-15
ITEM NO :- 3 (B) 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, Rs. Four
curing as directed with all lead & lift etc complete Thousand
4 109.00 without dewatering and excluding the cost of 4651.00 Six Hundred CM
steel reinforcement. (A) For Footing of column / Fifty One
Abutment / Pier / Bottom slab of barrel / Plinth Only
course / Coping/Approach slab etc. (e) Concrete
grade M-25 and MSA-20 mm
ITEM NO :- 3 (C) 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
5 150.00 5642.00 Six Hundred CM
steel reinforcement.(E) For Column / Beam /
Solid Slab of Road Bridge / Barrel / Cutoff wall
etc. (q) Concrete grade M-25 and MSA-20 mm
ITEM NO :- 3 (D) 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, Rs. Five
centering, scaffolding, compaction by vibrator, Thousand
curing as directed with all lead & lift etc complete Four
6 27.00 without dewatering and excluding the cost of 5481.00 CM
steel reinforcement. (D) For Kerb / Wearing Eighty One
coat. (n) Concrete grade M-25 and MSA -10 to Only
ITEM NO :- 3 (E) 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, Rs. Eight
curing as directed with all lead & lift etc complete Thousand
7 4.00 without dewatering and excluding the cost of 8023.00 CM
steel reinforcement. (F) For Perapet wall of Road Three Only
Bridge / Structure (t) Concrete grade M-25 and
MSA -10 to 20 mm
ITEM NO :- 4 Providing and fixing in position (
different diameter ) I.S.,NP-3 class reinforced pipe Rs. Two
with caulking the joints with cement mortar 1:1 Thousand
proportion,using jute string soaked in cement Eight
8 12.50 slurry, finishing joints and laying pipes to the 2857.70 Hundred Rmt
designed grade and levels, curing etc. complete Fifty Seven
for all leads and lifts.(NP-3 class 900 MM dia & Seventy
pipe.) Paise Only
ITEM NO :- 5 Providing & Placing in position
reinforcement bars including cutting, bending,
welding joints where necessary, hooking etc.
9 32.60 82019.00 Thousand MT
complete as per drawing for all lead and lifts.TMT
/ CRS (FE 500 D)
ITEM NO :- 6 Providing and fixing in position Rs. One
pre-moulded asphalt or bitumen cork board of Thousand
approved quality and specifications as per design Two
10 5.00 and drawing.20 mm thickness 1286.50 Hundred m2
ITEM NO :- 7 Providing and fixing in position
P.V.C. heavy duty water stops in barrels, troughs
and wing walls with 25 mm wide expansion joint
as shown in drawing including filling the joints Rs. Five
with asphalt pad or bitumen cork board of Hundred
11 39.00 approved quality. (Asphalt pad or bitumen cork 587.70 Eighty Seven Rmt
board will be paid separately) 225 mm WIDE & Seventy
P.V.C. WATER STOP Paise Only
ITEM NO :- 8 Providing and filling the Rs. One
polysulphide joint sealant of the approved make Hundred
12 60.00 in the expansion and contraction joints in the c.c. 181.20 Eighty One Rmt
lining including clearing the joints with air water & Twenty
jet. Paise Only
ITEM NO :- 9 Providing and fixing 110 mm Rs. Three
diameter P.V.C.Pipe (6 kgf / sqcm) Water spout Hundred
13 9.00 with necessary iron gratting as per design 369.20 Sixty Nine & Rmt
ITEM NO :- 10 Backfilling the foundation
trenches around the structures etc
with selected excavated stuff including watering,
14 224.00 36.90 Six & Ninety CM
compacting etc. complete. (By Machinery)
ITEM NO :- 11 Providing and fixing in position
1.80 m high above finished ground level canal
data boards of standard size 1.20m x 0.90m with Rs. Three
M.S. angle 40mm x 40mm x 6mm with 3mm Thousand
15 2.00 thick iron plate in 1:5:10 proportion concrete 3103.00 One No
block size 40cm x 40cm x 75cm including Hundred
painting existing data on the board etc. complete Three Only
ITEM NO :- 12 Wall painting (two coats) with
plastic emulsion paint of approved brand &
manufacture on undecorated wall surface to give Rs. Eighty
an even shade including throughly brushing the Two &
surface free from mortar droping & other foreign Eighty Five
matter & sand papered smooth. Paise Only
ITEM NO :- 13 Providing and Placing in position
mechanically woven double twisted , galvenized
without PVC coating "GABIONS" boxes as per IS
16014:2012 made of mesh size 10 X 12 cm with
Mesh wire diameter 3.0 mm, including proving
and lying stones with least dimention of 200mm Rs. One
and tying with lacing wire of diameter 2.2mm and Thousand
arranging the same as instructed or as per Eight
drawing at the locations/ structures etc including Hundred
dressing the slope , minor earth fill with all lead Forty Nine
and lift etc complate (b) 1.00 m x 1.00 m x 0.60 Only
ITEM NO :- 14 Carrying out "Structure Plate load
Test" as per GERI- Vadodara's SOR for the Year Rs. Forty Three
18 1.00 2025-26 (SOR available on GERI web site ) 43912.00 No
ITEM NO :- 15 Dismantling the R.C.C. work and
disposing off the stuff including stacking of the
useful materials etc. complete as directed. Heavy
19 33.00 2021.60 Twenty One & M3
Reinforcement ( Main bar above 16 mm. dia. )
ITEM NO :- 16 Dismantling the R.C.C. work and Rs. One
disposing off the stuff including stacking of the Thousand
useful materials etc. complete as directed. Light Seven
20 7.00 Reinforcement ( Main bar upto 16 mm. dia. ) 1732.80 Hundred M3
ITEM NO :- 17 Dismantling the existing brick
masonry including sorting out and stacking the
useful material and removing the debris and
making good the damages etc. complete as
directed. In Cement Mortar
ITEM NO :- 18 Providing temporary all weather Rs. Five
and fair weather diversion suitable for traffic Thousand
during the construction period of the structure Eight
22 85.00 including providing necessary drain diversion 5834.00 Rmt
and all safety measures including red Thirty Four
lamps/signals at night for traffic etc.comp. Only
Rs. Seventy Nine Lac Thirty Seven Thousand Nine Hundred seventy Three & Fourty Paise Only
I / We am / are willing to carry out the work at………………..% above / below precent.
(Should be written in figure and words) of the estimate reates mentioned above.
Amount of my / our tender works out as under.
Estimated amount put Estimated amout put
to tender Rs……………. to tender Rs.
Deduct …………..% Add………………%
below Rs………… Above Rs……………
Net Rs……………….. Total Rs…………….
In words…………………………….. In words………………
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.
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-10/2017 Cement Consumption / 16 /
CDate: 11/05/2017asstated in S.O.R. there fore 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. Rate :
Signeture of Contractor Deputy Executive Engineer
Drain Sub Division
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Tender Notice 21 of 2025-26 online.pdf
1 Front Page..pdf
3 Notice Inviting online Tender.pdf
9. Bill of Quantities - Copy.pdf
BOQ.pdf
iteamwise specification.pdf
SBD.pdf
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