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Tender Value
₹2.2 Cr
EMD Value
₹2.2 L
Closing Date
4 Jun 2026, 6:00 pmClosed
Executive Engineer Panchayat (R&B) Division, Junagadh
Resurfacing of Various Roads of Junagadh District PKG.NO.RPC-2/JND/MM-RES-SCSP/2025-26/PKG NO.1 TA.Bhesan Dist.Junagadh (MMGSY SCSP 2025-26) (2nd Attempt)
309231
04/2026-27 Sr.No.7
Open
Civil Works - Roads
Junagadh
8 documents required · 7 mandatory · 1 optional
₹3,600
DD in favour of Executive Engineer, Panchayat R&B Division - Junagadh
₹2.2 L
27 May 2026
27 May 2026
27 May 2026
4 Jun 2026
28 May 2026
BILL OF QUANTITIES
Item Description of Item (With brief specification and Quantity Unit Rate In Amount
No. reference to book of Specification) Figures
1 Clearing and grubbing of road land incl.uprooting 1.32 One 28455.09
rank vegetation, grass, bushes, shurbs, saplings and Hect.
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 breaking clods, 1062.40 One 169.28
dressing with all lead and lift (excluding watering and Cum
consolidation) (E) From Borrow area 3.0 km lead
3 Box cutting the road surface to proper slope and 973.63 One 109.41
camber for making a base for road work including Cum
removing the excavated stuff and depositing on the
road side slopes as directed upto all lead
4 Supplying and stacking Hard Murram for side 1767.00 One 459.07
sholder including spreading, etc. Complete. Cum
5 Providing and laying Spreading and Compacting 254.84 One 1016.06
B.T.M.C. stone aggregate of 63 mm to 45mm size to Cum
WBM II 100mm thick in two layer including spreding
in uniform thickness hand packing rolling with
vibratory roller 8-10 tones to proper grad and camber
applying and brooming requisite type of screening
/binding/filler materials to fill up the interstices of
coarse aggregate watering and compacting to the
required density. Grading II using screening type- A
[13.20 mm agg.]
6 Providing and laying Bituminous Grout 37.5 mm 1516.00 One 2085.91
thick compacted with asphalt VG-30 grade at the rate MT
of 1.99% by weight of total mix with RS1 tack coat at
2.50 Kg/10 Sqmt. On existing B.T/ Metal. surface and
using B.T. chips of required gradation including
cleaning & heating the aggregate and asphalt by
Drum Mix Plant & spreading the same by paver
finisher & consolidation with vibratory road roller
including providing all materials, equipments, tools,
plants, fire wood, kerosene, oil and labor charges etc.
Item Description of Item (With brief specification and Quantity Unit Rate In Amount
No. reference to book of Specification) Figures
7 Providing and laying 37.5 mm thick Bituminious 1517.00 One 2718.20
Macadam (B.M.) in one layers on the existing B.T. MT
surface using stone chips as per gradation and using
Emulsion RS1 for tack coat at rate of 2.5 kg/10 sq.m.
on B.T. surface and Bitumen VG-30 34KG/MT by
weight of total mix by using stone chips as per MORT
& H specification including heating asphalt and
aggregrates by Drum mix plant and spreading by
paver finisher to the required grade, level and
alighnment and rolled including consolidation with
vibratory road roller as per clasuses 501.6 and 501.7 to
achieve the desired compaction and providing,
operating plant machineries, equioments, tools,
plants, oil fire wood, keresone and all labour charges
8 Providing and laying 20 mm thick average Mix seal 870.00 One 3310.47
surface using stone chips dust as per gradation and MT
using bitumen for mixing VG-30 at the rate of not less
than 50.90 Kg / M.T. on BT surface using stone chips
as per M.O.R.T.H specification including heating the
asphalt and aggregates by Hot Mix Plant and
spreading the same by paver finisher including
consolidation with Vibratory Roller and providing,
operating plant machineries, equipment, tools, plants,
oil, fire wood, kerosene and all labour charges etc.
9 Excavation for foundation upto 1.5 m depth 3994.62 One 157.16
including sorting out and stacking of useful materials Cum
and disposing of the excavated stuff upto 50 meter
lead. Dense or hard soil or Stretta
10 Excavation for foundation upto 1.5 m depth including 273.10 One 268.92
sorting out and stacking of useful materials and Cum
disposing of the excavated stuff upto all lead. Hard
11 Providing and laying cement concrete 1:3:6 (1-Cement 300.83 One 3754.17
: 3- coarse sand : 6 stone aggregates 40 mm nominal Cum
size) and curing complete Including cost of formwork
in (A) Foundation
12 Providing and laying cement concrete 1:3:6 (1-Cement 47.36 One 3095.25
: 3- coarse sand : 6- crushed stone aggregates 40 mm Cum
nominal size) and curing complete excluding cost of
formwork in (A) Foundation and plinth
Item Description of Item (With brief specification and Quantity Unit Rate In Amount
No. reference to book of Specification) Figures
13 Construction of concrete road using tremix system 234.68 One 6456.28
with controlled M-250 concrete mixing conplast P-211 Cum
water reduction admixure @ 100ml/bag of cement
and hardner 62.50ml. /bag using fixing and removing
"C" channels of required road depth levelling if placed
concrte with surface vibrator, finishing the surface
with power floater and towel tight brooming as
directed with providing expantion joints 20x200mm
and contraction joints 20x20mm using concrete cutter
machine etc. complete.
14 Construction of concrete road using tremix system 283.50 One 6202.41
with controlled C.C. M-250 concrete using fixing and Cum
removing 'C' channels of required road depth
levelling if placed concrete with surface vibrator,
finishing the surface with power floter and towel tight
brooming as directed with providing expansion joints
20 x 200 mm and construction joints 20 x 20 mm using
cocnrete cutter machine etc. complete. [PQC]
15 Providing and laying weep hole in Abutment and 447.50 One 61.47
returns by using P.V.C pipe of 100mm. Incl. fixing in No
proper grade and jointing the complete as per
detailed specification
16 Providing and laying in Position FE 500D TMT bar 4.940 One 76213.97
reinforcement including cutting, bending, hooking MT
and tying complete as per detailed drawings Balanced
Cantilever box type super structure
17 Providing and Fixing in position FE 500D TMT bar 8.840 One 73243.02
reinforcement including cutting, bending, hooking, MT
and tying complete as per detailed drawaing (A)RCC
kerb (B) RCC Footpath (C) RCC App. Slab (D)
18 Filling available excavated earth (excluding rock ) in 273.10 One 136.38
trenches plinth sides of foundation etc. in layers not Cum
exceeding 20cm in depth consolidating each deposited
layer by ramming and watering.
19 Providing and casting in situ Ordinary Cement 655.63 One 3798.46
Concrete M-150 for R.C.C. Raft and cut-off walls Cum
including neccesary shuttering laying, vibrating
ramming of curing complete.
20 Providing and fixing Hectometer stone as per EIC 28.00 One 356.50
Approved type design including painting lettering etc. No
comp. Fixing in C. C. 1: 5 :
21 Providing and fixing Precast cement concrete Guard 502.00 One 101.56
stone as per I.R.C. type design including white No
washing etc. complete. fixing in earth
Item Description of Item (With brief specification and Quantity Unit Rate In Amount
No. reference to book of Specification) Figures
22 Providing and fixing ordinary K.M. stone of approved 7.00 One 891.53
hard stone as per EIC Approved design in fixing C.C. No
1:4:8 including painting and lettering etc. comp.
23 Providing and fixing indicator stone of approved 544.00 One 102.85
stone as per EIC Approved design including white No
132.0 washing fixing etc. complete. Fixing in earth.
24 Citizen's Information Board- Providing and fixing of 2.00 One 10361.59
typical MMGSY information board as per instruction. No
Two M.S. sheets of 3 mm thick of 900mm x 750mm
size fixed at top & bottom duly rivetted with MS
angles of 25x25x5mm thick M.S. angle shall be welded
by two vertical M.S. angle of 5mm thick to 75mm x
75mm of 12 SWG square tubes posts duly embedded
in cement concrete M-15 grade blocks of 600mm x
600mm x 750mm below ground level. The letters &
figure of any shade reflectorised with high intensity
prismatic grade retro reflective sheeting of Type-4 as
per ASTM D-4956 and latest MORD specifications; All
sections of framed posts and steel tube will be painted
with primer and two coats of epoxy paints as per
drawing Clause 1701 and Annexure 1700.1 (10.16). (A)
Class-B high intensity grade retro reflective sheeting.
25 Road marking with hot applied thermoplastic paints 2102.00 One 367.72
with reflectorising glass beads on bitumin surface Sqm
providing and laying a hot applied thermoplastic
compound 2.5 mm thick including reflectorising glass
beads @ 250gms per sqm area, thickness of 2.5mm is
excluding of surface applied glass beds as per IRC:35-
2015. The finished surface to be level, uniform and
free from streaks and holes. zebra patta/bump patta
lane/center line/ edge line/cut patta. The white color
marking should provide liminance coefficinet on
cemend road shalll be min 130 mcd/m2/lux and
Asphalt road shall be min 100 mcd/m2/lux during
the service life during the day time. The marking
should meet the performance criteria for night time
reflectivity, wet reflectivity and skid resistance as
mentioned in the section-15 of IRC 35-2015. Warranty
for the Retro reflectivity should be two years.
Item Description of Item (With brief specification and Quantity Unit Rate In Amount
No. reference to book of Specification) Figures
26 Cat Eye / Road Stud / RPM: Supplying of Molded 997.00 One 217.40
Twin Shanks Raised Pavement Markers made of No
polycarbonate and ABS moulded body and reflective
panels with micro rismatic lens capable of providing
total internal reflection of the light entering the lens
face and shall support a load of 13635 kgs. tested in
accordance to ASTM D 4280 Type H and complying to
Specifications of Category A of MORTH Circular No
RW/NH/33023/10-97 DO III Dt 11.06. 1997. the
height, width and length shall not exceed 20 mm,
mm and 130 mm and with minimum reflective area of
13 Sqcm on each side and the slope to the base shall
be 35+/- 5 degree. The strength of detachment of the
integrated cylindrical shanks, (of diameter not less
than 19+/-2 mm and height not less than 30+/- 2 mm)
from the body is to be a minimum value of 500 Kgf.
Fixing will be by drilling holes on the road for the
shanks to go inside, without nails and using epoxy
resin based adhesive as per manufacturers
recommendation and The color of the marker should
be as per the IRC 35-2015 and as directed by Engineer-
27 Cautionary Warning Sign :-Providing and fixing sign 32.00 One 3808.66
boards made out of 2mm aluminium sheet; size 90 x No
90 x 90 cms. equilateral triangle as per design of IRC-
67-1977. Pre treated with phospheting process & acid
etching; coated with one coat of epoxy primer and
two coats of best quality epoxy paint reflectorised
with retro refiectivesheeting as per latest
M.O.S.T.Specifications; 3.1m long stand postand
frame fabricated from suitable sizeiron angle of 35 x
35 x 3mm, 75 x 75 x 6mm as required; painted with
bestquality epoxy coatings in black andwhite bends.
The details of symbol foreach board shall be as per
charge. (A) 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 Grade
Item Description of Item (With brief specification and Quantity Unit Rate In Amount
No. reference to book of Specification) Figures
28 STOP SIGN:-Providing and fixing sing boards made 4.00 One 4676.06
out of 2mm aluminium sheet; size 90 x 90cms. No
rectangle as per the design of IRC-67-1977 pre treated
with phospheting process & acid teching; coated with
one coat of epoxy primer and two coats of best quality
epoxy paint; reflectorised with retro refiective
sheeting as per latest M.O.S.T. Specifications; 3.1m
long stand post and frame fabricated from suitable
size iron angle of 35 x 35 x 3mm 75x75x6mm as
required; painted with best quality 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 block of
size 45 x 45 x 60cms. for each leg. including excavation
curing tec. complete under the supervision of
engineer in charge. (A) Engineer Grade (VR)
29 Direction sign (Junction board):-Providing and fixing 4.00 One 14831.71
sign boards made out of 2mm aluminium sheet; 4.0 No
size 244 x 122cms. rectangle as as per the design of
IRC-67-1977 pre treated with phospheting process &
acid etching; coated with one coat of epoxy primer
and two coats of best quality epoxy paint;
reflectorised with retro refiective sheeting as per latest
M.O.S.T. Specifications; Letters and numerals should
be as per IRC-30-1968, 3.1m long (2 nos) stand post
and frame fabricated from suitable size iron angle of
50 x 50 x 5mm 75x75x6mm as required; painted with
best quality epoxy coatings in black and white bends.
the details of symbol or inscription / numerals for
each board shall be as per the instruction of engineer
in charge. The fixing at site shall be in 1:2:4 CC block
of size 45 x 45 x 60cms. for each leg. including
excavation curing etc. complete under the supervision
of engineer in charge. (A) Engineer Grade (VR)
Item Description of Item (With brief specification and Quantity Unit Rate In Amount
No. reference to book of Specification) Figures
30 Distance Informatory/ Destubatuib sign: Providing 4.00 One 10926.57
and fixing sign boards made out of 2mm aluminium No
sheet; size 180 x 120cms. rectangle as as per the design
of IRC- 67-1977 pre treated with phospheting process
& acid etching; coated with one coat of epoxy primer
and two coats of best quality epoxy paint;
reflectorised with retro refiective sheeting as per latest
M.O.S.T. Specifications; Letters and numerals should
be as per IRC-30-1968, 3.1m long (2 nos) stand post
and frame fabricated from suitable size iron angle of
50 x 50 x 5mm 75 x 75 x 6mm as required; painted
with best quality epoxy coatings in black and white
bends. the details of symbol or inscription / numerals
for each board shall be as per the instruction of
engineer in charge. The fixing at site shall be in 1:2:4
CC block of size 45 x 45 x 60cms. for each leg.
including excavation curing etc. complete under the
supervision of engineer in charge. (A) Engineer Grade
31 Village name/ Bump Ahed sign :-Providing and 2.00 One 5045.36
fixing sign boards made out of 2mm aluminium sheet; No
size 90 x 60cms. rectangle as as per the design of IRC-
67-1977 pre treated with phospheting process & acid
etching; coated with one coat of epoxy primer and
two coats of best quality epoxy paint; reflectorised
with retro refiective sheeting as per latest M.O.S.T.
Specifications; Letters and numerals should be as per
IRC-30-1968, 3.1m long (2 nos) stand post and frame
fabricated from suitable size iron angle of 50 x 50 x
5mm painted with best quality epoxy coatings in
black and white bends. the details of symbol or
inscription / numerals for each board shall be as per
the instruction of engineer in charge. The fixing at site
shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for
each leg. including excavation curing etc. complete
under the supervision of engineer in charge. (A)
Engineer Grade (VR)
Item Description of Item (With brief specification and Quantity Unit Rate In Amount
No. reference to book of Specification) Figures
32 Hazard Marker Sign :-Providing and fixing sign 14.00 One 2423.74
boards made out of 2mm aluminium sheet; size 90 x No
30cms. rectangle as as per the design/drawing
attached (IRC) pretreated with phospheting process &
acid etching; coated with one coat of epoxy primer
and two coats of best quality epoxy paint;
reflectorised with retro refiective sheeting as per latest
M.O.S.T. Specifications; 3.1m long stand post and
frame fabricated from suitable size iron angle of 35 x
35 x 3mm & 50 x 50 x 5mm painted with best quality
epoxy coatings The fixing at site shall be in 1:2:4 CC
block of size 45x45x 60cms. for each leg. including
excavation curing etc. complete under the supervision
of engineer in charge. (A) Engineer Grade (VR)
33 Chevron sign :-Providing and fixing sign boards 28.00 One 3711.75
madeout of 1.5mm aluminium sheet / 3mm ACP No
(Aluminum composite Panel); size 60x50cm
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;
3.3 mtr 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 of35x35x3mm;
painted with bestquality epoxy coatings in black and
white bends. the details of symbol or inscription
/numerals for each board shall be as per the
instruction of engineer in charge. The fixing at site
shall be in 1:2:4 CC block of 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
year outdoor exposure test report from third party test
lab for the product offered shall be submitted by
contractor. (A) Class-B Type-4 Retro Reflective
Two Crore Nineteen Lakh Fourteen Thousand Eight Hundred Seventy Seven Rupees And
Fifty Four Paisa
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
Item Description of Item (With brief specification and Quantity Unit Rate In Amount
No. reference to book of Specification) Figures
* 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.
NOTE: Amount Rs. Of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.
Signature of Contractor.
Deputy Executive Engineer Executive Engineer
Panchayat R&B Sub Division Panchayat R&B Division
Junagadh-2 Junagadh
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