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Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
15 Oct 2026, 6:00 pm
Executive Engineer, R&B Division, Junagadh
Reconstruction of Box Culvert and Retaining wall, Misc. work on Badalpur Prabhatpur Bagdu Road in Dist. Junagadh
347610
08 Of 2026-27
Open
Civil Works - Others
Works
Junagadh
7 documents required · 6 mandatory · 1 optional
₹3,600
Executive Engineer, R & B Division, Junagadh.
₹1.4 L
22 Sept 2026
22 Sept 2026
22 Sept 2026
15 Oct 2026
22 Sept 2026
Item Rate In
specification and reference to Quantity Unit Amount
No. figures
book of specifications)
1 Dismantling of existing structures including stacking of serviceable materials and
disposal of unserviceable materials with all lead and lift.
i) Rubble Masonry work 83.80 Cu.m. 409.22
ii) R.C.C. work 114.10 Cu.m. 930.35
2 Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal
of dismantled materials up to a lead of 1000 metres, stacking serviceable and
unserviceable materials separately)
A) Bituminous course 30.90 Cu.m. 611.05
B) Granular courses 117.70 Cu.m. 92.92
3 Excavation for foundation in sand , gravel , clay soft soils & murrum etc. including 1410.90 Cu.m. 511.11
sorting and strutting and dewatering as necessary and disposing of excavated stuff
as directed. With all lead & lift.
4 Providing & filling in foundation as base course with ordinary cement concrete of 335.40 Cu.m. 3724.48
M 15 mix and providing necessary vertical pin headers including formwork
vibrating ramming & curing complete.
5 Providing and casting in situ controlled cement concrete M-25 for R.C.C. box, 499.60 Cu.m. 5335.63
Approach slab & Retaing Wing wall as per drawings including centering huttering,
scaffolding where necessary, laying vibrating, curing and finishing complete.
6 Providing and laying rubble for apron (each stone weighing not less than 40 Kg.) 111.70 Cu.m. 1083.81
including hand packing and filling in the interstices with quarry spall.
Bill of Quantity
Description ofItem (with brief
Item Rate In
specification and reference to Quantity Unit Amount
No. figures
book of specifications)
7 Providing & laying weep hole in Abutments, and returns by using P.V.C pipe of 159.00 Each 61.47
100mm including laying in proper grade and jointing the completed as per detailed
specification.
8 Providing and casting in situ controlled cement concrete of M 30 for average 100 19.77 Cu.m. 5822.15
mm. thick wearing coat laid as directed including tamping vibrating finishing curing
and filling in joints with bitumen complete.
9 Providing and placing in position FE 500D bar reinforcement for following items 45.69 MT 73858.69
including cutting bending hooking and tying complete as per detailed drawing.
10 Providing fusion bonded Epoxy coating not less than 175 micron thickness and up 27.60 MT 10162.62
to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including
testing of coating at plant and all taxes (A) 10mm to 16mm dia bar
11 Providing fusion bonded Epoxy coating not less than 175 micron thickness and up 18.50 MT 7296.24
to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including
testing of coating at plant and all taxes (B) 20mm to 32 mm dia bar
12 Provision of an Reinforced cement concrete crash barrier at the edges of the road, 117.00 Rmt. 8263.82
approaches to bridge structures and medians, constructed with M-30 grade
concrete with reinforcement conforming to IRC:21 and dowel bars 25 mm dia,
mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to
the structure on which it is built and installed as per design given in the enclosure
to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per
dimensions in the approved drawing and at locations directed by the Engineer, all
as specified as per drawing attached.
13 Providing G.I. 100 mm. diameter water spouts including necessary iron gratings as 14.00 Each 536.03
per drawings.
Bill of Quantity
Description ofItem (with brief
Item Rate In
specification and reference to Quantity Unit Amount
No. figures
book of specifications)
14 Providing and laying Filter Media 600mm Thick directed at the back of Abutment, 238.90 Cu.m. 780.81
return and wing walls as per detailed specification.
15 Filling available excavated earth/wethered rock in trenches,sides of foundations 592.49 Cu.m. 136.92
etc. in layers not exceeding 20 cm in depth consolidating each disposited layer by
ramming and watering.
16 Clearing and grubbing road land including uprooting rank vegetation , grass , 1.62 Hec. 28455.09
bushes , shrubs , saplings and trees of girth upto 300 mm removal of stumps of
trees cut earlier and disposal of unserviceable materials (I) By Mechanical means
in area of light jungle.
17 Providing and Laying 200/225 mm thick W.B.M. of Grading - II,of reqiued 447.50 Cu.m. 1588.73
compacted thickness in each layer of 100 mm using B.T.M.C. metal of size 53mm to
22.4mm in layers including 13% stone screening 11.2mm size and 7% stone dust as
filler, including spreading, watering and cosolidation by vibratory roller as per
MoRTH specifications etc. complete as directed by Engineer-in-charge.
18 Construction of un-reinforced, dowel jointed at expansion and construction joint 88.60 Cu.m. 7787.77
only, plain cement concrete pavement, thickness as per design, over a prepared sub
base, with 53 grade cement controlled cement concrete M25 (Grade) using curing
compound and water finishing to lines and grade as per drawing and Technical
Specification.
19 Supplying and stacking and spreading of murrum on road side including spreading, 59.60 Cu.m. 505.00
rolling and watering the murrum in gradient and camber as directed.
Bill of Quantity
Description ofItem (with brief
Item Rate In
specification and reference to Quantity Unit Amount
No. figures
book of specifications)
20 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm 16.00 Each 3666.30
aluminium sheet / 4 mm 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 Micro Prismatic Grade retro refiectivesheeting of
Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 1.8mtr long stand
post of 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 foreach board shall be as
per theinstruction 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 10 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. (A) Class-C Type-11 Retro Reflective sheeting.
21 Providing and fixing guard stone as per I.R.C. type design including white washing 25.00 Each 213.80
etc. complete.(ii) Fixing in C.C. 1:5:10
22 Dismantling of Cement Concrete Pavement (Dismantling of cement concrete 33.00 Cu.m. 744.37
pavement by mechanical means using pneumatic tools, breaking to pieces not
exceeding 0.02 cum in volume and stock piling at designated locations and disposal
of dismantled materials up to a lead of 1000 metres, stacking serviceable and
unserviceable materials separately)
Bill of Quantity
Description ofItem (with brief
Item Rate In
specification and reference to Quantity Unit Amount
No. figures
book of specifications)
23 Construction of 150/200 mm thick compacted coarsed granular subbase (Grade-I 426.50 Cu.m. 1066.56
crushed B.T materials of 53 mm to 26.5 mm @ 35 %,26.5 mm to 4.75 mm @ 45%
,Below 2.36 mm @ 20 %) by providing close graded material , mixing in a
mechanical mix plant at OMC,carriage of a mix material to work site, spreading
uniform layers with motor grader on prepared surface and compacting with
vibratory power roller to achieve desire density , complete clause as per
24 Earthwork for embankment including breaking clods, dressing with all lead and lift 1456.00 Cu.m. 386.83
and including watering rolling and consolidation of subgrade in layers at O.M.C. to
required dry density including filling the depression which occur during the
process using vibratory roller 8T to 10T.(A) From Borrow pits within land width
25 Providing and applying priming coat with emulsion SS1 grade at the rate of 7.50 1760.00 Sq.m. 89.84
kg/ 10 Sq.mt. including cost of asphalt and preparing the surface heating and
applying etc. complete.
26 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using 81.00 MT 5109.59
HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and
rolling of close-graded premix surfacing material of 20 mm thickness composed of
11.2 mm to 0.09 mm (Type-a) aggregates using penetration grade bitumen to the
required line, grade and level to serve as wearing course on a previously prepared
base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled
roller 8-10 tonne capacity, and finishing to required level and grade. )
Bill of Quantity
Description ofItem (with brief
Item Rate In
specification and reference to Quantity Unit Amount
No. figures
book of specifications)
27 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm 8.00 Each 5077.27
aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms.
equilateral triangle 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 Micro Prismatic Grade retro
refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications;
3.6mtr long stand post of 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 foreach
board shall be as per theinstruction 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 10 years
for the Retro reflective sheeting from original manufacturer & a certified copy of
year outdoor exposure test report from third party test lab for the product offered
shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting
Bill of Quantity
Description ofItem (with brief
Item Rate In
specification and reference to Quantity Unit Amount
No. figures
book of specifications)
28 Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm 8.00 Each 5906.48
aluminium sheet / 4mm 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 Micro Prismatic Grade retro refiectivesheeting of
Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand
post of 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 foreach board shall be as
per theinstruction 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 10 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. (A) Class-C Type-11 Retro Reflective sheeting
Bill of Quantity
Description ofItem (with brief
Item Rate In
specification and reference to Quantity Unit Amount
No. figures
book of specifications)
29 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm 8.00 Each 4618.73
aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60 cms Dia Circle
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 Micro Prismatic Grade retro refiectivesheeting of Type-11 as per
ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of 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 foreach board shall be as per theinstruction of
engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x
Cms. for each leg.including excavation, curing etc.complete under the supervision of
engineer in charge. A warranty for 10 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.
(A) Class-C Type-11 Retro Reflective sheeting
Bill of Quantity
Description ofItem (with brief
Item Rate In
specification and reference to Quantity Unit Amount
No. figures
book of specifications)
30 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm 8.00 Each 10671.66
aluminium sheet / 4mm ACP (Aluminum composite Panel); size 180x60 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 Micro Prismatic Grade retro refiectivesheeting of
Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.1 mtr long stand
post (2 Nos.) of 50 x 50 x 5mm / 50NB 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 foreach board shall
be as per theinstruction 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 10 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. (A) Class-C Type-11 Retro Reflective sheeting
31 Supplying and fixing reinforced concrete heavy duty nonpressure pipes with collars 150.00 Rmt. 4710.56
for culverts including setting and joining the pipes in C.M. 1:2 watering and laying
(To level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter. iv)
Total Of Schedule B:
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
Bill of Quantity
Description ofItem (with brief
Item Rate In
specification and reference to Quantity Unit Amount
No. figures
book of specifications)
Note 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.
Note 2:-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
Note 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/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.
Note 5:-An amount of Rs.23,20,728.00 ( Rs.Twenty Three lakh Twenty Thousand Seven Hundred Twenty Eight Only ) towards estimated credit value
of dismentaling shall be recovered from the 1 ST R.A. Bill of this work irrespective of the quantity actually received on site.
Executive Engineer
(R&B) Division
Executive Engineer Signature of Bidder:
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