Loading…
Loading…
Tender ID
Tender Value
₹3.1 Cr
EMD Value
₹3.1 L
Closing Date
2 Mar 2026, 6:00 pmClosed
Executive Engineer Panchayat R&B Division Amreli
Resurfacing to Roads of Amreli District Package No.26 Ta.Savarkundla,Dist., Amreli.
278906
Tender Notice No.36/2025-26, Sr.No.12
Open
Civil Works - Roads
Works
Amreli
8 documents required · 7 mandatory · 1 optional
₹6,000
Yes
Executive Engineer Panchayat R&B Division Amreli
₹3.1 L
Yes
20 Feb 2026
20 Feb 2026
20 Feb 2026
2 Mar 2026
20 Feb 2026
Name of work :- Resurfacing to Roads of Amreli District Package No.RPC-
2/AMR/MMGSY/Normal/2025-26/P.26 Ta.Savarkundla , Dist.; Amreli.
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 2.61 One 28455.09
incl.uprooting rank vegetation, grass, Hect.
bushes, 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
2 Earthwork for embankment including 414.00 One 157.91
breaking clods, dressing with all lead and Cum
lift (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 Box cutting the road surface to proper slope 475.00 One 109.41
and camber for making a base for road work Cum
including removing the excavated stuff and
depositing on the road side slopes as
directed upto all lead.
4 Earthwork in cutting in all sorts of soil and 5111.00 One 134.12
soft Murrum including conveying and Cum
spreading the suff embankment as and
where directed within 200 meters from the
end of the cutting with all required lead and
5 Supplying, stacking, spreading, rolling, 972.00 One 423.49
watering and consolidation to desired Cum
density of quarry spall with all lead and lift.
6 Supplying, stacking, spreading, rolling, 1408.00 One 415.62
watering and consolidation to desired Cum
density of Hard Murrum with all lead and
7 Scarifying graveled macadam or Bitumen 1970.00 One 41.60
macadam surface 6cm to 10cm depth Sqm
including stacking useful materials on road
side and disposing off remaining stuff.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
8 WBM Grading-1 969.00 One 1777.22
Providing, laying, spreading and Cum
compacting 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 menual means.
9 Rolling and Watering of earthwork in layers 767.00 One 22.95
with vibratory roller including filling in Cum
depression which occur during the process
10 Providing and appliying primer coat with 7313.00 One 38.34
bitumen emulsion RS on prepared surface of Sqm
granular Base including clearing of road
surface and spraying primer at the rate of
0.75kg/sqm using mechanical means,
11 Providing, Laying and Rolling of Built up 34836.00 One 148.97
Spray grout in one layers Using Emulsion Sqm
RS1 tack coat at the rate of 2.50Kg/10sqm
on BT surface (As per IRC-16) with
spreading stone aggregate at the rate of
0.50cum/10Sqm. And spraying bitumen
grade VG-30 at the rate of 15kg/10sqm. For
first layer and spreading 0.13cum/10sqm. of
key aggregate on top accordanace with the
requirement of specification, incuding cost
of stone aggregate, bitumen, consolidation
with roller, necessary firewood, oil lubricats,
labour charges, machineries, tools etc.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
12 Providing, laying and rolling 37.50mm thick 2819.00 One 2829.50
compacted bitumenous Macadam (B.M.) in MT
one layer with B.T. aggregates as specified
and using Emulsion RS1 for tack coat at the
rate of 2.50kg/10sqm (As per IRC-16) and
using bitumen for mixing with agg. at the
VG-30 rate of 3.40% i.e 34.00kg/MT of total
mix including mixing in Drum mix plant
and spreading the same by paver finisher
and consolidation with vibratory roller
including necessary including cost of hire
charges, firewood, oil, lubricants, labour
charges, etc. by using constractor's own
Drum mix plant, machineries and
equipment, tools etc. complete in
accordanace with the requirement of
13 Providing and laying and rolling of 20mm 1572.00 One 3304.73
Compacted mix seal surface with B.T. and MT
aggregate as spedified using bitumen Grade
VG-30 for mixing with aggregate at the rate
of 5.10% i.e 51.00Kg/MT of total mix
including heating and mixing in drum mix
plant and spreading the same by paver
finisher and consolidation with vibratory
roller including necessary firewood, oil,
lubricants, labour charges using contractor's
own drum mix plant, machineries and
equipment, tools etc including flushing of
sand 0.30cum/10sqm etc. complete in
accordance with the requirement of
14 Excavation for foundation upto 1.5m depth 184.00 One 253.88
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. Dense or hard soil.
15 Excavation for foundation upto 1.5m depth 154.00 One 432.61
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. Hard Murrum
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
16 Providing and casting in situ ordinary 431.00 One 3921.63
cement concrete M-150 mix and providing Cum
necessary pin headers including shuttering,
scafilding, laying vibrating, curing and
finishing complete Without V-Grooves For
17 Providing and filling in foundation with 276.00 One 3345.58
ordinary cement concrete M-100 mix and Cum
providing necessary vertical pin headers
incl. Formwork, vibrating, ramming and
curing complete.
18 Providing and casting in situ Ordinary 127.50 One 4364.80
cement concrete- M-200 for average Cum
75/150/200mm thick wearing coat laid as
directed incuding. tamping, vibrating,
finishing, curring and filling in joints with
bitumen complete.
19 Construction of concrete road using tremix 427.00 One 6302.85
system with 20cm/15cm thick controlled M- Cum
200 concrete mixing conplast P-211 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.
20 Providing and laying weep hole in 236.00 One 56.12
Abutment and returns by using A.C pipe of No
100mm. Incl. fixing in proper grade and
jointing the complete as per detailed
21 Providing and laying in Position FE - 3.360 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.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
22 Providing and Fixing in position FE- 9.950 One 73243.01
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.
23 Filling available excavated earth (excluding 337.00 One 136.91
rock ) in trenches plinth sides of foundation Cum
etc. in layers not exceeding 20cm in depth
consolidating each deposited layer by
ramming and watering.
24 Dismantling the existing structure including 25.00 One 930.35
removing and stacking the dismantled Cum
materials as and where directed. RCC Work.
25 Demolition and desposal of unserviceable 202.00 One 623.01
materials with all lead and lift. (II) Cum
Unreinforced cement concrete.
26 Providing and fixing Precast cement 37.00 One 356.49
concrete Hectometer as per IRC type design No
incl. painting, lettering etc. fixing in C.C.
27 Providing and fixing Precast cement 270.00 One 344.07
concrete Guard stone as per I.R.C. type No
design including white washing etc.
complete. Fixing in C.C.1:5:10.
28 Providing and fixing ordinary Kilometer 4.00 One 704.33
stone of pre-cast C.C. 1:2:4 including No
necessary reinforcement as per I.R.C. type
design in C..C. 1:4:8 including painting
lettering etc. complete. (For ODR, VR)
29 Providing and fixing ordinary Kilometer 5.00 One 1293.38
stone of pre-cast C.C. 1:2:4 including No
necessary reinforcement as per I.R.C. type
design in C..C. 1:4:8 including painting
lettering etc. complete. (For, MDR,SH)
30 Providing and fixing 5th Kilometer stone of 1.00 One 1935.14
pre-cast C.C. 1:2:4 including necessary No
reinforcement as per I.R.C. type design in
C..C. 1:4:8 including painting lettering etc.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
31 Providing and fixing Indicator stone of 409.00 One 102.84
approve stone as per I.R.C. type design in No
C.C. 1:4:8 including white washing etc.
complete Fixing in Earth
32 Supplying and fixing Junction Boards of 4.00 One 5236.69
M.S. plates and angles as per I.R.C. design No
incl;. Fixing in C.C. 1:4:8 with necessary
excavation painting, figuring, lettering on
boards etc. complete.
33 Providing and fixing Village name Boards 4.00 One 3437.59
as per standard I.R.C. type design of steel No
plate incl. painting, lettering etc. complete
with fixing in C.C. 1:4:8 block with
necessary excavation etc. complete
34 Providing and fixing Road sign of M.S. plate 18.00 One 3072.98
and angle iron incl. painting, lettering etc. No
complete. fixing in C.C. 1:4:8 block with
necessary excavation etc. complete as per
IRC type design (i) Reflective Type.
35 Providing and Fixing Flood guage post 2.00 One 3045.15
confirming to IRC 67-2001 using No
engineering grade retro reflective sheeting
including lettering and border as directed.
For New structure.
36 Village/Bump Ahead sign. : Providing and fixing 4.00 One 5045.36
sign boards made out of 2mm Aluminium sheet size No
90x60 cms. Rectangle as per the design of IRC-67-
1977 pre treated with phospheting process and acid
etching coated with one coat of apoxy primer and
two coats of best quality epoxy paint reflectorised
with retro reflective sheeting as per latest MOST
specification letter and numbers should be as per
IRC:30-1968, 3.1 Mt. long (2 nos) stand post and
frame fabricated from suitable size iron angle of
50x50x5mm, painted with best quality epoxy coating
in black and white bends, the details of symbole on
inscription/ numerals for each board shall be as per
the instruction of the Engineer in charge. The fixing
at site shall be in C.C 1:2:4 block of size 45x45x60cms.
for each leg including excavation curring etc.
complete under the supervision of engineer in charge
(A) Engineer Grade.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
37 Village name Sign :-Providing and fixing sign boards 4.00 One 6397.43
made out of 2mm aluminium sheet / 4mm ACP No
(Aluminum composite Panel); size 90x60 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; 3.3mtr 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 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 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
38 Informatory Signs :-Providing and fixing sing boards 1.00 One 3856.89
made out of 2mm aluminium sheet; size 80 x 60cms. No
rectangle as per the design of IRC-67-1977 pre treated
with phospheting process & acid teching; coated with
one coat of epoxyprimer and two coats of best
qualityepoxy paint; reflectorised with retro refiective
sheeting as per latest M.O.S.T. Specifications; 3.1m
long stand postand frame fabricated from suitable
sizeiron angle of 35 x 35 x 3mm75x75x6mm as
required; painted with best qualityepoxy coatings in
black and whitebends. the details of symbol for
eachboard shall details of symbol for eachboard shall
be as per the instruction ofengineer in charge. The
fixing at site shall be in 1:2:4 CC block of size 45 x45 x
60cms. for each leg. including excavation curing tec.
complete under the supervision of engineer in
charge.(A) Engineer Grade(VR)...
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
39 Regulatory/Mandatory signs :Providing and fixing 4.00 One 3439.80
sing boards made out of 2mm aluminium sheet; size No
60cms. diameter circle as per the design of IRC-67-
1977 pre treated with phospheting process & acid
eteching; 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 etc. complete
under the supervision of engineer in charge.(A)
Engineer Grade(VR)...
40 Regulatory / Mandatory Sign :-Providing and fixing 4.00 One 3540.12
sign boards made out of 2mm aluminium sheet / No
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 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
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
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
41 Hazard Marker sign : 24.00 One 2423.73
Providing and Fixing sign boards made out of 2mm No
aluminum sheet : size 90*30 cms. rectangle as per
design / Drawing attached (IRC). Pretreated with
phospheting process and acid etching : coated with
one coat of epoxy primer and two coats of best
quality epoxy paint: reflectorised with retro reflective
sheeting as per latest M.O.S.T specification: 3.1 M.
long (2 nos) stand post and frame fabricated from
suitable size iron angle of 35*35*3mm and
50*50*5mm : painted with best quality epoxy coatings
in black and white bends the details of symbole 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*45*60 cms for
each leg: including excvation curing etc. comp.under
the supervision of engineer-in-charge.(B) Engineering
42 Hazard Marker Sign :-Providing and fixing sign 12.00 One 3518.68
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
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
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
43 Facility Informatory Sign :-Providing and fixing sign 1.00 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
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
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
44 Chevron sign :-Providing and fixing sign boards 54.00 One 3711.75
made out 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 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. (A) Class-B Type-4 Retro
Reflective sheeting
45 Cautionary Warning Sign : Providing and fixing sign 2.00 One 3808.65
boards made out of 2mm Aluminium sheet size No
90x90x90 cms. Equilateral treangle as per the design
of IRC-67-1977 pre treated with phospheting process
and acid etching coated with one coat of apoxy
primer and two coats of best quality epoxy paint
reflectorised with retro reflective sheeting as per
latest MOST specification 3.1 Mt. long stand post and
frame fabricated from suitable size iron angle of
35x35x3mm, 75x75x6mm. as required painted with
best quality epoxy coating in black and white bends
the details of symbole 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 45x45x60cms. for
each leg including excavation curring etc. complete
under the supervision of engineer in charge (A)
Engineering Grade.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
46 Road Marking with Hot Applied paints with 2187.00 One 367.72
reflectorising glass beads on bitumin surface Sqm
providing and laying a hot applied thermoplasting
compund 2.5mm thick including reflectorising glass
beads @250 gm per sq.mtr area, thickness of 2.5mm is
excluding of surface applied glass beads as per
IRC:35-2015 the finished surface to be level, uniform
and free from streaks and holes, zebra
patta/bump/centerline/edge line/ cut patta. the
while color marking should provide liminance
coefficient on cement road shall be min.
mcd/m2/lux and asphalt road shall be min
mcd/m2/lux during the survice life during the date
the marking should meet the performanace criteria
for night time reflectivity, wet reflectivity and skid
resistance as mentioned in the section-15 of IRC 35-
2015 warranty for retroreflectivity shall be two years.
47 Supplying and fixing cat eye (Stimsonite) 1258.00 One 375.72
made out from acrilo beatiful sterine No
injuction high compressed molding with
reflector made of MMC (Prismatic type size
12cmx6cmx2.5cm) provided with
bituminous adhesive 100g. With each umit
for fixing (Engineer grade)
Rupees Three Crore Fourteen Lakh(s) Nineteen Thousand Four Hundred Five
And Paise Sixty Five 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.
* 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.1829/- Of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
Signature of Contractor.
Deputy Executive Engineer Executive Engineer
Panchayat R&B Sub Division Panchayat R&B Division
Savarkundla Amreli
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
8.GR SBD.pdf
9.Envirement MMGSY.pdf
0.4 Tender Adv.No36.pdf
0.1 SBD.pdf
0.2 BOQ.pdf
0.3 Speci MM-N-RS-P26D-Kundla.pdf
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .