Loading…
Loading…
Tender Value
₹2.8 Cr
EMD Value
₹2.9 L
Closing Date
30 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer Panchayat R&B Division Amreli
Resurfacing to Roads of Amreli District Package No.27 Ta.Savarkundala , Dist.; Amreli.
298654
Tender Notice No.41,2025-26, Sr.No.8
Open
Civil Works - Roads
Amreli
8 documents required · 7 mandatory · 1 optional
₹3,600
Executive Engineer Panchayat R&B Division Amreli
₹2.9 L
23 Apr 2026
23 Apr 2026
23 Apr 2026
30 Apr 2026
23 Apr 2026
Name of work :- Resurfacing to Roads of Amreli District Package No.RPC-
2/AMR/MMGSY/Normal/2025-26/P.27 Ta.Savarkundala , 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 2.41 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 679.00 One 157.91
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 Box cutting the road surface to proper slope 623.00 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 4473.00 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, 2690.00 One 423.49
watering and consolidation to desired Cum
density of quarry spall with all lead and lift.
6 Scarifying graveled macadam or Bitumen 3319.00 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)
7 WBM Grading-1 2020.00 One 1656.75
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 menual means.
8 Rolling and Watering of earthwork in layers 1633.00 One 22.95
with vibratory roller including filling in Cum
depression which occur during the process
9 Providing and appliying primer coat with 12376.00 One 39.08
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,
10 Providing, Laying and Rolling of Built up 28410.00 One 140.46
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)
11 Providing, laying and rolling 37.50mm thick 2313.00 One 2821.11
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
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 sepcification.
12 Providing and laying and rolling of 20mm 1290.00 One 3307.07
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
13 Excavation for foundation upto 1.5m depth 73.00 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.
14 Excavation for foundation upto 1.5m depth 55.00 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)
15 Providing and casting in situ ordinary 147.70 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
16 Providing and filling in foundation with 328.00 One 3345.58
ordinary cement concrete M-100 mix and Cum
providing necessary vertical pin headers
incl. Formwork, vibrating, ramming and
curing complete.
17 Construction of concrete road using tremix 506.00 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.
18 Providing and casting in situ Contolled 30.20 One 5300.56
cement concrete- M-200 for average Cum
75/150mm thick wearing coat laid as
directed incuding. tamping, vibrating,
finishing, curring and filling in joints with
bitumen complete.
19 Providing and laying in Position FE - 0.960 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.
20 Providing and Fixing in position FE- 9.390 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.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
21 Filling available excavated earth (excluding 128.00 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.
22 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.
23 Dismantling the existing structure including 44.00 One 409.22
removing and stacking the dismantled Cum
materials as and where directed.
Stone/Rubble masonary.
24 Dismantling the existing structure including 23.00 One 930.35
removing and stacking the dismantled Cum
materials as and where directed. RCC Work.
25 Demolition and desposal of unserviceable 79.00 One 623.01
materials with all lead and lift. (II) Cum
Unreinforced cement concrete.
26 Providing temporary all weather and fair 40.00 One 708.61
weather diversion suitable for traffic during Rmt.
the construction Period of the bridge / Slab
drain including providing necessary drains
and all safety measures including red lamps
/ signals at night for traffic etc. complete.
27 Providing and fixing Precast cement concrete 33.00 One 356.49
Hectometer as per IRC type design incl. No
painting, lettering etc. fixing in C.C. 1:5:10.
28 Providing and fixing Precast cement concrete 210.00 One 344.07
Guard stone as per I.R.C. type design No
including white washing etc. complete.
Fixing in C.C.1:5:10.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
29 Providing and fixing ordinary Kilometer 9.00 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)
30 Providing and fixing Indicator stone of 376.00 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
31 Supplying and fixing Junction Boards of 2.00 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.
32 Providing and fixing Village name Boards as 4.00 One 3437.59
per standard I.R.C. type design of steel plate No
incl. painting, lettering etc. complete with
fixing in C.C. 1:4:8 block with necessary
excavation etc. complete
33 Providing and fixing Road sign of M.S. plate 14.00 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.
34 Providing and Fixing Flood guage post 2.00 One 3045.15
confirming to IRC 67-2001 using engineering No
grade retro reflective sheeting including
lettering and border as directed. For New
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
35 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.
36 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
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)
37 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)...
38 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)...
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
39 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 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.
40 Hazard Marker sign : 16.00 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
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
41 Hazard Marker Sign :-Providing and fixing sign 8.00 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 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
42 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 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)
43 Chevron sign :-Providing and fixing sign boards 42.00 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
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
44 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)
45 Road Marking with Hot Applied paints with 2074.00 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.
46 Supplying and fixing cat eye (Stimsonite) 1127.00 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 Two Crore Eighty Four Lakh(s) Eighty Four Thousand Five Hundred Fifty
Three And Paise Seventy One 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………………….………………
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
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. 4649/- 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
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 Details No.41 Time Extend-2.pdf
0.1 SBD.pdf
0.2 BOQ.pdf
0.3 Speci. MM-N-RS-P27-Savarkundla.pdf
Download all tender documents and submit your bid