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Tender Value
₹83.4 L
EMD Value
₹84,000
Closing Date
3 Jun 2026, 6:00 pmClosed
Executive Engineer, Panchayat (R & B) Division Rajkot.
Resurfacing of Hadala Kagdadi Road (Joining SH to kothariyaRoad)(NP) Km.0/000 to 1/950 Ta.Rajkot, Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2025-26/P.38)
308796
NIVIDA NO 35 2025-26 (3rd Invitation)
Open
Civil Works - Roads
Rajkot
8 documents required · 8 mandatory
₹2,400
Executive Engineer Panchayat R&B Division Rajkot
₹84,000
26 May 2026
26 May 2026
26 May 2026
3 Jun 2026
26 May 2026
Name of work :- Resurfacing of Hadala Kagdadi Road (Joining SH to kothariya Road)(NP)
Km.0/000 to 1/950 Ta.Rajkot, Dist.; Rajkot(Package No.RAJ/MMGSY/BUJ/2025-26/P.38)
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 0.46 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 1418.00 One 165.42
breaking clods, dressing with all lead and lift Cum
(Excluding watering and consolidation) (A)
Selected soil should be From borrow area
with all lead and lift and should have CBR
not less than 6.00%.
3 Box cutting the road surface to proper slope 192.40 One 114.44
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 850.50 One 140.87
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 Scarifying graveled macadam or Bitumen 2025.00 One 43.58
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)
6 WBM Grading-1 77.00 One 1590.95
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.
7 WBM Grading-2 869.40 One 1471.16
Providing, laying, spreading and compacting Cum
stone agg. Of 63mm 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-
2 as per Technical Specification Clasue.405
By menual means.
8 Rolling and Watering of earthwork with 1418.00 One 23.41
vibratory roller including filling in Cum
depression which occur during the process
and as directed.
9 Providing and laying bitumenous grout 405.00 One 2194.93
37.50mm thick using Emulsion RS1 for tack MT
coat at the rate of 4.00kg/10sqm on W.B.M.
and using BT chips for required gradation
with the asphalt of grade (VG-30) at the rate
of 1.99% i.e 19.90kg/MT by weight of mix
including heating and mixing in drum mix
plant , transporting the mix and spreading
the same by paver finisher and consolidation
as per MOST specification including cost of
all materials fuel, labours, tools and plants
etc. using contractor's own drum mix plant
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
10 Providing, laying and rolling 50mm thick 593.00 One 2666.19
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.
11 Providing and laying and rolling of mix seal 221.00 One 3182.20
surface with B.T. and aggregate as spedified MT
using bitumen 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 0.27cum/10sqm etc. complete in
accordance with the requirement of
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
12 Dry Lean Cement Concrete Sub base 71.30 One 2711.14
(Construction of dry lean cement concrete Cum
Sub- base over a prepared sub-grade with
coarse and fine aggregate conforming to IS:
383, the size of coarse aggregate not
exceeding 25 mm, aggregate cement ratio not
to exceed 15:1, aggregate gradation after
blending to be as per table 600-1, cement
content not to be less than 220 kg/cum,
optimum moisture content to be determined
during trial length construction, concrete
strength not to be less than 10 Mpa at 7 days,
mixed in a batching plant, transported to
site, laid with a paver with electronic sensor,
compacting with 8-10 tonnes vibratory roller,
finishing and curing.
13 Cement Concrete Pavement M-25 374.00 One 6857.59
(Construction of un- reinforced, dowel Cum
jointed, plain cement concrete pavement
over a prepared sub base with 53 grade
cement @ 380 kg per cum, coarse and fine
aggregate conforming to IS 383, maximum
size of coarse aggregate not exceeding
mm, mixed in a batching and mixing plant as
per approved mix design, transported to site,
laid with a fixed form or slip form paver,
spread, compacted and finished in a
continuous operation including provision of
contraction, expansion, construction and
longitudinal joints, joint filler, separation
membrane, sealant primer, joint sealant,
debonding strip, dowel bar, tie rod,
admixtures as approved,curing compund
finishing the lines and grade as per drwaing.
14 Providing and fixing Precast cement concrete 8.00 One 356.49
Hectometer as per IRC type design incl. No
painting, lettering etc. fixing in C.C. 1:5:10.
15 Providing and fixing Precast cement concrete 120.00 One 350.80
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)
16 Providing and fixing ordinary Kilometer 2.00 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)
17 Providing and fixing Indicator stone of 88.00 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
18 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.
19 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,
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)
20 Village name Sign :-Providing and fixing sign boards 1.00 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
21 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)
22 Hazard Marker sign : 4.00 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 Grade
23 Route marker sign :-Providing & fixing sign boards 20.00 One 3744.67
made out of 2mm aluminium sheet, size 60x45cms. No
rectangle plus 30x25cms additional plate as per the
attached drawing (IRC) 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 sheeting as per latest M.O.S.T.
Specifications ; 3.1m long stand post and frame
fabricated from iron angle of 35 x 35 x 3mm
75x75x6mm as required, painted with best quality
epoxy coating in black and white bends The details of
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 45x 60cms. for each leg,
including excavation curing etc. complete under the
supervision of engineer in charge.(A) Engineer
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
24 Road Marking with Hot Applied paints with 429.00 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.
25 Cate eye / road stud/ RPM : Supplying 473.00 One 326.23
Raised Pavement markers of polycarbonate No
and ABS moulded body and reflective panels
with micro prismatic lens (No glass bead
lens) capable of providing total internal
reflection of the light entering the lens face
and shall support a load of 13635 kgs. tested
in accordanace to ASTM D 4280 type H and
complying to specification of category A of
MORTH circular No RW/NH/33023/10-97-
DO III Dt. 11-06-1997. the height, width and
length shall be exeed 20mm, 130mm and
130mm and with minimum reflective area of
13sqcm on each side and the slope to the
base shall be 35+/-5 degree. the body of the
marker should having finger grip for easy
and accurate placement and application with
epoxy /bituminous adhesive as
recommended by the manufacturer of the
marker. the colour of the marker should be
as per the IRC:35-2015 and as directed by
Engineer-in-charge.
Rupees Eighty Three Lakh(s) Thirty Six Thousand Seven Hundred Twenty Six
And Paise Seventy Two Only
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
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.
Signature of Contractor.
Deputy Executive Engineer Executive Engineer
Panchayat R&B Sub Division Panchayat R&B Division
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8.GR SBD.pdf
9.Envirement MMGSY.pdf
NIVIDA 35 2025-26 3RD INVITATION.pdf
SBD Hadala-MM-N-RS-RAJKOT.pdf
Schedule B .pdf
Speci Hadala-MM-N-RS-RAJKOT.pdf
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