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Tender Value
₹1.0 Cr
EMD Value
₹1.0 L
Closing Date
13 Jul 2026, 6:00 pm
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer Panchayat Road and Building Division, Bhavnagar
Construction of CD Works on Jaliya to Kanad Road Bet. Ch.2/200-2/400 (MDR) Ta.Shihor, Dist.: Bhavnagar. (Under MMGSY-Normal-2025-26)
318470
6/2026-27 of Bhavnagar Sr. No.16
Open
Civil - All
Bhavnagar
5 documents required · 5 mandatory
₹3,600
Executive Engineer Panchayat R&B Division Bhavnagar
₹1.0 L
27 Jun 2026
27 Jun 2026
27 Jun 2026
13 Jul 2026
27 Jun 2026
Name of work :- Construction of CD Works on Jaliya to Kanad Road Bet. Ch.2/200-2/400 (MDR)
Ta.Shihor, Dist.: Bhavnagar. (Under MMGSY-Normal-2025-26)
BILL OF QUANTITIES
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
1 Clearing and grubbing of road land 0.08 One 28455.09
incl.uprooting rank vegetation, grass, bushes, Hect.
shurbs, saplings and trees girth upto 300mm
removal of stumps of trees cut earlier and
disposal of unserviceable materials © By
mechanical means in area of Light jungle.
2 Earthwork for embankment including 188.00 One 169.16
breaking clods, dressing with all lead and lift Cum
(Excluding watering and consolidation) (A)
From borrow area with all lead and
lift.Executed with machineries.(Selected soil
to be used for earthwork shall be from
BORROW AREA only having CBR not less
3 WBM Grading-1 74.00 One 1416.80
Providing, laying, spreading and compacting Cum
stone agg. Of 90mm to 45mm size to water
bound macadam specification including
spreading in uniform thickness, hand
packing, rolling with smooth wheel roller 80-
100 KN in stage to proper grade and camber,
applying and brooming, stone
screening/binding material to fill-up the
intersties of coarse agg., watering and
compacting to the required density grading-1
as per Technical Specification Clasue.405 By
4 Rolling and Watering of earthwork in layers 188.00 One 23.17
with vibratory roller including filling in Cum
depression which occur during the process
5 Excavation for foundation upto 1.5m depth 68.00 One 259.93
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. Dense or hard soil.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
6 Excavation for foundation upto 1.5m depth 47.00 One 442.90
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. Hard Murrum
7 Excavation of foundation in hard murrum 585.00 One 625.88
and boulders and very stiff or sticky clays Cum
and other similar strata including shorting
out and struting and dewatering as necessary
and disposing of the excavated stuff as
8 Excavation in large boulders and soft rock by 281.00 One 733.62
wedging including shoring, strutting and Cum
dewatering as necessary and disposing of
the excavated stuff as directed,
9 Excavation in hard rock by dry-wet blasting 76.60 One 1715.19
and chiseling including dewatering Cum
preparing foundation base by proper
benching and stepping and disposing of the
excavated stuff as directed (B) Blasting
10 Providing and fixing Mild steel dowel bar of 72.00 One 450.07
minimum 32mm dia. For anchoring by Rmt.
drilling holes in foundation strata including
necessary bending, hooking of dowel bars
and grouting the holes complete as per
detailed drawing and as directed.
11 Providing and laying rubble for apron (Each 215.00 One 1092.52
stone weighting not less than 40kg) Cum
including and packing and filling in the
interstices with quarry spall.
12 Providing and casting in situ ordinary 438.30 One 3938.30
cement concrete M-150 mix and providing Cum
necessary pin headers including shuttering,
scafilding, laying vibrating, curing and
finishing complete Without V-Grooves For
13 Providing and filling in foundation with 155.00 One 3362.24
ordinary cement concrete M-100 mix and Cum
providing necessary vertical pin headers incl.
Formwork, vibrating, ramming and curing
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
14 Providing and casting in situ Ordinary 23.00 One 3816.61
Cement Concrete M-150 for R.C.C. Raft and Cum
cut-off walls including neccesary shuttering
laying, vibrating ramming of curing
15 Providing and casting in situ Controlled 492.10 One 5247.04
cement concrete M-200 for R.C.C. work in Cum
Piers, abutment, returns and riding returs as
per drawing including centering, shuttering,
scafolding where neccesary laying, vibrating
curing and finishing complete (A) For all
16 Providing and casting in situ Contolled 25.10 One 5432.96
Cement concrete M 25 mix for R.C.C. works Cum
in pier cap, abutment cap, and dirt wall
including controlled cement concrete M
bed block or pedestals for required size
below bearings as per detailed drawings,
centering, shuttering, scaffolding wherever
necessary laying, vibrating, curing and
finishing complete.
17 Providing and casting in situ Controlled 95.30 One 5294.73
cement concrete M 25 for R.C.C. Solid slab Cum
including centering, scaffolding, curing and
finishing complete.
18 Providing and casting in situ Controlled 83.00 One 5584.56
cement concrete M-30 mix for various thick Cum
wearing coat laid as directed incuding.
tamping, vibrating, finishing, curring and
filling in joints with bitumen complete.
19 Providing and casting in situ Contolled 21.80 One 5284.13
cement concrete- M-25 mix for Approach Cum
slab including formwork, curing and
finishing complete.
20 Providing and casting in situ Controlled 5.40 One 4992.64
cement concrete- M-25 mix for kerbs/Kerb Cum
blocks including formwork,curing and
finishing complete.
21 Providing and laying weep hole in 53.00 One 355.52
Abutment and returns by using A.C/PVC No
pipe of 100mm. Incl. fixing in proper grade
and jointing the complete as per detailed
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
22 Providing and laying filter media 600mm. 52.40 One 1268.86
thick directed at the back of abutments, Sqm
returns and wing walls as per detailed
specifications.
23 Providing and fixing in position Mild steel 18.00 One 341.29
dowel bars in pier cap or abutment caps for No
anchorage in fixed end as per detailed
drawings including cutting bending and
welding complete.
24 Providing and fixing in position Mild steel 18.00 One 399.70
dowel bars in pier cap or abutment caps for No
anchorage in free end as per detailed
drawings including cutting bending and
welding complete.
25 Providing and laying in Position FE - 7.620 One 73858.69
500/500D TMT bar reinforcement including MT
cutting, bending, hooking and tying
complete as per detailed drawings for the
following (A) Piers (B) Abutments (C)
Returns (D) Walls etc.
26 Providing and Fixing in position FE- 11.560 One 73243.02
500/500D TMT bar reinforcement including MT
cutting, bending, hooking, and tying
complete as per detailed drawaing (A)RCC
kerb (B) RCC Footpath (B) RCC Solid Slab/
App. Slab / Wearing coat.
27 Construction of Precast R.C.C. railing of M 64.00 One 2154.33
30 grade concrete having 2-tire (Raw) of Rmt.
hand rail dimension as shown in detail
drawing & vertical post such as c/c pacing
between vertical post not to exceed 1.625m
including necessary TMT steel, formwork,
painting with weateherproof paint,
supoplying of all materail, labour etc.
complete as per instruction of Engineer-in-
28 Providing 12mm. Thick Pre-moulded asphalt 48.50 One 703.53
filler joints as per drawings Sqm
29 Providing PVC 100mm. Diameter water 18.00 One 159.37
spouts including necessary iron gratings as No
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
30 Filling available excavated earth (excluding 516.00 One 137.47
rock ) in trenches plinth sides of foundation Cum
etc. in layers not exceeding 20cm in depth
consolidating each deposited layer by
ramming and watering.
31 Supplying and fixing reinforced concrete 15.00 One 3469.25
heavy duty non presure pipes with collars Rmt.
for culverts carrying heavy traffic as per IS
458-1991 specification including setting and
joinng the pipes in C.M. 1:2 watering and
laying (to level or slope) of I.S. Class NP-3 of
following internal diameter with all lead and
lift. (i) 900mm Dia.
32 Supplying and fixing reinforced concrete 22.50 One 5560.00
heavy duty non presure pipes with collars Rmt.
for culverts carrying heavy traffic as per IS
458-1991 specification including setting and
joinng the pipes in C.M. 1:2 watering and
laying (to level or slope) of I.S. Class NP-3 of
following internal diameter with all lead and
lift. (i) 1200mm Dia.
33 Providing temporary diversion suitable for 100.00 One 2246.24
traffic during the construction period of the Rmt.
Bridge/Box Structure work by levelling
existing ground and constructiong suitable
compacted embankment, alweather road
surface with providing, laying &
consolidation of 200mm WBM in layers
proper carriage width with safety measures
maintain for motorable road throughout
construction period etc. and also dismantle
diversion after completion of work etc.
complete as per instrucion of Engineer-in-
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
34 Hazard Marker Sign :-Providing and fixing sign 2.00 One 3518.69
boards made out of 2.0 mm aluminium sheet / 4 mm No
ACP (Aluminum composite Panel); size 90x30 cms.
rectangular as per design of IRC-67-2012. Pre treated
with phospheting process & acid etching; coated with
one coat of epoxy primer and two coats of best quality
epoxy paint ; reflectorised with High Intensity
Prismatic Grade retro refiectivesheeting of Type-4 as
per ASTM D-4956 and latest M.O.S.T.Specifications;
1.8mtr long stand post of Iron Angle 75 x 75 x 6mm /
65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 35 x 35 x
3mm; painted with bestquality epoxy coatings in
black and white bends. The details of symbol for each
board shall be as per the instruction of engineer in
charge. The fixing at site shall be in 1:2:4 CC blockof
size 45 x 45 x 60 Cms. for each leg including
excavation, curing etc.complete under the supervision
of engineer in charge. A warranty for 7 years for the
Retro reflective sheeting from original manufacturer &
a certified copy of 3 year outdoor exposure test report
from third party test lab for the product offered shall
be submitted by contractor. (B) Class-B Type-4 Retro
Reflective sheeting
35 Facility Informatory Sign :-Providing and fixing sign 2.00 One 3990.64
boards made out of 2mm aluminium sheet / 4mm No
ACP (Aluminum composite Panel); size 80 x 60 cms.
rectangular as per design of IRC-67-2012. Pre treated
with phospheting process & acid etching; coated with
one coat of epoxy primer and two coats of best quality
epoxy paint ; reflectorised with High Intensity
Prismatic Grade retro refiectivesheeting of Type-4 as
per ASTM D-4956 and latest M.O.S.T.Specifications;
3.6mtr long stand post of Iron Angle 75 x 75 x 6mm /
65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 35 x 35 x
3mm; painted with bestquality epoxy coatings in
black and white bends. The details of symbol for each
board shall be as per the instruction of engineer in
charge. The fixing at site shall be in 1:2:4 CC blockof
size 45 x 45 x 60 Cms. for each leg including
excavation, curing etc.complete under the supervision
of engineer in charge. A warranty for 7 years for the
Retro reflective sheeting from original manufacturer &
a certified copy of 3 year outdoor exposure test report
from third party test lab for the product offered shall
be submitted by contractor. (B) Class-B Type-4 Retro
Reflective sheeting.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
36 Providing and erecting a "W" metal crash 80.00 One 3468.34
barrier comprising of 3mm thick currugated Rmt.
sheet metal beam rail, 70cm above
Road/Ground level, fixed on ISMC series
channel vertical post, 150x75x5mm spaced
2m center to center, 1.8m high, 1.1m below
ground/road level, all steel parts and
fitments to be galavanized by hot dip
process, all fittings to conform to IS:1367 and
IS:1364 metal beam rail to be fixed on the
vertical post with a spacer of channel section
150x75x5mm, 330mm long complete as per
37 Supplying & laying of bi-axial extruded high 362.60 One 253.51
modulus polypropylene geogrid conforming Smt.
to MORT&H specification for base/sub-base
reinforcement having minimum tensile
strength 30kN/m in the longitudinal and
transverse direction, with 10.5kN/m and
21kN/m tensile strength at 2% and 5% strain
respectively in the longitudinal and
transverse direction, junction efficiency not
less than 95% and with 38mm X 38mm mesh
38 Providing and applying one coat Epoxy 879.00 One 233.31
Phenolic primer of DFT 50 micron and two Smt.
coats of Polyurethane (aliphatic) epoxy paint-
75 micron DFT each or any other equivalent
epoxy coating system to all concrete surfaces
exposed to atmosphere in Substructure &
Super Structure as directed by Engineer and
as per specification
Rupees One Crore Sixty One Thousand Seven Hundred Thirty Two And Paise
Forty Four Only
I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent
( Should be written in figures and words ) of the estimated rate mentioned above. Amount of My
\ Our tender works put as under.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
* Estimated Amount * Estimated Amount
Put to tender Rs…………………… Put to tender Rs……………………
Deduct……..……..% Add……..……..%
In words………………….……………… In words………………….………………
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.
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
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/C Date: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 cement consumption have been deducted from the rate of original item at the rate
of input rate mentioned in all the tender.
Signature of Contractor.
Deputy Executive Engineer Executive Engineer
Panchayat R&B Sub Division Panchayat R&B Division
Shihor Bhavnagar
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