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Tender Value
₹3.3 Cr
EMD Value
₹3.3 L
Closing Date
29 Jun 2026, 6:00 pm
Executive Engineer, Panchayat (R & B) Division Rajkot.
Resurfacing of SH to Bhedapipaliya Reshamadigalol approach road 0/0 to 3/00, Thanagalol Amrapar Reshamdigalol road 0/0 to 4/00 and Arabtimbadi Mendpara road 0/0 to 6/0 Working section 0/700 to 3/700 Taluka : Jetpur District : Rajkot.Taluka : Jetpur District : Rajkot. (Package No. RAJ / MMGSY / SCSP / 25-26 / P-20)
309247
NIVIDA 34 2025-26 (2nd Invitation)
Open
Civil Works - Roads
Rajkot
8 documents required · 8 mandatory
₹6,000
Executive Engineer Panchayat R&B Division Rajkot
₹3.3 L
27 May 2026
27 May 2026
27 May 2026
29 Jun 2026
27 May 2026
Name of work:- Resurfacing of SH to Bhedapipaliya Reshamadigalol approach road 0/0 to 3/00,
Thanagalol Amrapar Reshamdigalol road 0/0 to 4/00 and Arabtimbadi Mendpara road 0/0 to 6/0 Working
section 0/700 to 3/700 Taluka : Jetpur District : Rajkot.Taluka : Jetpur District : Rajkot. (Package No.
RAJ / MMGSY / SCSP / 25-26 / P-20)
Taluka:- Jetpur Dist : Rajkot
Bill Of Quantities
Item Item of Work Tendered Rates Total Amount
Item Item of Work Tendered Rates Total Amount
No. Quantity In Figures Rs. according to
1 Cleaning and grubbing & leveling of road land 3.10 Hect 28455.09
including uprooting rank vegetation, grass
bushes, shrubs, saplings and trees girth up to
300 mm removal of stumps of trees cut earlier
and disposal of unserviceable materials and
stacking of serviceable materials to be used of
ouctioned up to a lead of 100 mt. including
removal and disposal of top organic soil not
exceeding 150mm in thickness ( C ) By
mechanical means in area of light jungle.
2 Providing and laying 37.50 mm thick Built up 2619.00 MT 2120.60
spray grout in one layer using black crushed
stone aggregate as per gradation and
specification including using RS1 for tackcoat
at the rate of 4.00 Kg./10 Sqmt.on BT surface
by mechanical sprayer and bitumen of 80-100
grade mixing at the rate of 19.90 Kg./ M.T.by
weight of total mix ( i.e.1.99 % ) including
heating and mixing the aggregate and bitumen
by continuous batching drum mix plant,
transporting the mix and spreading the same by
paver finisher and consolidation with vibratory
roller including cost of all materials, fuel,
labours,tools and plants. using contractor's own
drum mix plant and machineries etc. complete.
3 Providing, laying and rolling of 50 mm 3890.00 MT 2614.86
compacted thick B.M. in one layer with B.T.
aggregate as specified and using RS1 for
tackcoat at the rate of 2.5 Kg./10 Sqmt. on BT
surface and using VG-30 bitumen for mixing
with aggregate at the rate of 3.50% i.e.
Kg./ M.T. of total mix including heating and
mixing in drum mix plant, spreading the same
with paver finisher and consolidation with
vibratory roller including necessary fire wood,
oil, lubricants, labour charges etc. using
contractor's own drum mix plant,machineries
and equipment, tools etc. complete in
accordance with the requirement of
4 Providing and laying 20 mm thick average for 1628.00 MT 3142.93
Mix seal surface using stone chips @66% by
weight, gradation as per MORTH specification
and using bitumin VG 30 grade at rate not less
then 51KG/MT on BT surface using stone
chips as per MORTH specification including
heating the ashphalt and aggregates by hot mix
plant and spreading the same bt paver finisher
including consolidation wit vibratory roller and
providing, operating plant machinaries,
equipments, tools, plants, oil, fire wood,
kerosene and all labour charges etc. complete.
5 Earthwork for embankment including breaking 5044.00 Cum 177.33
clods,dressing with all lead and lift (excluding
watering andconsolidation)(E) From Borrow
area within all lead
6 Rolling of earthwork in layers with power roller 5044.00 Cum 23.41
including filling in depressions which occur
during the process including Watering of earth
work as directed..
7 Providing and laying compacted W.B.M. grade- 4955.00 Cum 1035.68
1 150 mm thick of machine crushed B.T. metal
of size 45 mm to 90 mm in required layers with
using 22% stone screening 13.2 mm size and
7.00 % stone dust as filler including
spreading,watering and consolidation by
vibratory roller etc.complete.
8 Scarifying gravelled macadam or bitumen 16257.00 Sqmt 66.66
macadam surface 6cm to 10 cm depth including
stacking useful materials on road side spreading
the same in required grade and camber
including compacting with vibratory roller and
disposing of the remaining stuff as directed.
9 Providing and fixing ordinary kilometer stone 8.00 No. 704.33
of precast C.C. 1 : 2 : 4 including necessary
reinforcement as per I.R.C.type design in C.C.
1 : 4 : 8 including letter and paints etc.
complete (For O.D.R & V.R.)
10 Providing and fixing hectometerof precast C.C. 44.00 No. 356.49
1:2:4 including necessary reinforcement as per
I.R.C. type design including painting lettering
etc. complete (ii) Fixing in C.C. 1 : 5 :
11 Providing and fixing guard stone of precast 701.00 No. 108.49
C.C. 1:2:4 including necessary reinforcementas
per I.R.C. type design including white washing
etc. complete (i) Fixing in earth
12 Cautionary Warning Sign :-Providing and 34.00 No. 3808.65
fixing sing boards made out of 2mm aluminium
sheet; size 90 x 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
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) Engineer Grade(VR)
13 Providing and fixing junction board of M.S. 12.00 No. 5236.69
Plates and angles as per standard I.R.C. type
design including fixing in C.C. 1 : 4 : 8 with
necessary excavation, painting, figuring and
lettering on board etc. complete
14 Village name/ Bump Ahed sign :-Providing and 30.00 No. 5045.36
fixing sing boards made out of 2mm aluminium
sheet; 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
x 60cms. for each leg. including excavation
curing etc. complete under the supervision of
engineer in charge.(A) Engineer Grade(VR)...
15 Providing and fixing Indicator Stone of precast 518.00 No. 102.84
C.C. 1:2:4 including necessary reinforcementas
per I.R.C. type design including white washing
etc. complete ( I ) Fixing in Earth
16 Road marking with hot applied thermoplastic 2143.00 Sqmt 367.72
paints with reflectorising glass beads on
bitumin surface 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
17 Cat Eye/Road Stud/RPM: Supplyuing Raised 1158.00 No. 217.40
Pavement Markers made of polycarbonate 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 13635kgs tested in accordance to
ASTM D4280 Type H and complying to
Specifications of Category A of MORTH
Circular No RW/NH/33023/10-97-DOIII Dt
11.06.1997,The Height,Width and Length
Shall not exceed 20 mm,130mm and 130 mm
and width minimum reflective area of 13 Sqcn
on each side and slope to the base shall be
+/- 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 color of
the Marker Should be as per the IRC 35-2015
and as directed by Engineer in charge.
18 Hazard Marker Sign:- Providing and fixing 22.00 No. 2423.73
sign bords made out of 2mm aluminium Sheet
size 90 X 30 cms rectangule as per the
design/Drawing attached (IRC) pretreted with
phospheting process & acide 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.
Specification; 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 coating the foxing at site
shall be in 1:2:4 C.C. block of size 45 X45 X
60cms. for each leg. including excavation
curing etc. complete under the supervision of
engineer in charge (B) high intensity Grade
(SOR.P.198/item code 26102B)
19 MMGSY "LOGO" Board : Providing and 3.00 No. 4923.75
fixing of MMGSY LOGO informatory sign
board with Logo as per section 1700 of MORD
specifications and drawing. The board will be a
composite unit consisting of Two Plates of
ACM (Aluminum Composite Material),
material specifications as per clause 17001.3.
The top most plate will be of 3mm ACP in
diamond shape of 600x600mm size, riveted
with MS angle iron frame of
25mmx25mmx5mm size on back on edges. The
Lower plate will be of 4mm ACP of
1100x300mm size riveted with MS angle iron
frame of 25mmx25mmx5mm size on back on
edges. Riveting of all the sheets over angle and
flat iron frame will be done neatly to have plain
surface on one side. The angle iron frame of
Both the plates will be welded to a 75mm
x75mmx6mm Mild steel post at Centre and this
post will be embeded in cement concrete M15
grade block of 450x450x600mm below ground
level. The height of the bottom of the lower
plate will be 1200mm from normal ground
level. The spacing between the diamond shaped
plate and Lower Plate is kept 150mm.
20 MMGSY Project Information Board: 3.00 No. 11307.96
Providing and fixing of typical MMGSY
Project informatory sign board with Logo as
per 1700 of MORD specifications and drawing.
The board will be a composite unit consisting
of Three Plates ACM (Aluminum Composite
Material), material specificaitons as per clause
17001.3. The top most plate will be of 3mm
ACM in diamond shape of 600x600mm size,
riveted with MS angle iron frame of
25mmx25mmx5mm size on back on edges. The
middle 4mm ACM plate of will be
1200x150mm size riveted with MS angle iron
frame of 25mmx25mmx5mm size on back on
edges. The main 4mm ACM lower most plate
will be 1500mmx600mm size, riveted with MS
angle iron frame of 25mmx25mmx5mm size.
Riveting of all the sheets over angle and flat
iron frame will be done neatly to have plain
surface on one side. The angle iron frame of
lower most plate and flat iron frame of the
middle plate will be welded to two nos. 75mm
x75mm (12 SWG) sheet tubes posts placed at
1125mm apart centre to centre. the top of the
middle plate will be flushed with the top of
21 STOP Sign :-Providing and fixing sign boards 6.00 No. 6704.35
made out of 2mm aluminium sheet / 4mm ACP
(Aluminum composite Panel); size 90 cms.
Octagonal 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
22 Informatory Signs :-Providing and fixing sing 6.00 No. 3856.89
boards made out of 2mm aluminium sheet; size
80 x 60cms. 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)...
23 Providing and fixing 5th Kilometer stone of 3.00 No. 1175.55
approved hard stone as per I.R.C. type design
including painting and lettering etc. complete
(For N.H., S.H. and M.D.R.)
24 Construction of un-reinforced, dowel jointed, 461.00 Cum 6090.60
plain cement concrete pavement over a prepared
sub base with concrete grade M300, coarse and
fine aggregate conforming to IS 383, maximum
size of coarse aggregate not exceeding 25 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
compound, finishing to lines and grades as per
25 Supplying & fixing reinforced concrete heavy 16.00 Rmt 659.99
duty non pressure pipes with collars for culverts
carrying heavy traffic as per IS 458
specification including setting the pipes on
C.M. 1:2 watering and laying (to level or
slopes) of class NP3 of following internal
diameters (iii) 300 mm dia with free lead.
26 Box cutting the road surface to proper slope 275.00 Cum 104.04
and camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed
27 Dry Lean Cement Concrete Sub- base 113.00 Cum 2022.52
Construction of dry lean cement concrete 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 fixed form paver or
conventional method, compacting with 8-10
tonnes vibratory roller, finishing and curing etc.
I/we am / are willing to carry out the work at % above / below the estimated rates (percentage should be
written in words and figures % above / below) the estimated rates as mentioned above. Amount of
My / Our tender works out as under
1) Estimated amount put to Tender : Rs. 3,29,37,080.83 1) Estimated amount put to Tender : Rs.
2) Deduct % below Rs. . 2) Add % Above Rs. .
3) Net Amount of Tender Rs. 3) Total Amount of Tender Rs. .
3) Net Amount of Tender Rs. 3) Total Amount of Tender Rs. .
4) In words Rs. 4) In words Rs.
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 the Executive Engineer :
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702856cbe0c44349a303ac5d2ce43ad3.pdf
21032020 Forwarding letter.pdf
ENV MMSGY_1.pdf
ENV_MMGSY_2.pdf
ENV_MMGSY_3.pdf
GR FOR SIGNBOARD CATEEYE TESTING.pdf
GR.pdf
Item Specification.pdf
SCHEDULE B.pdf
SBD FILE.pdf
scada.pdf
NIVIDA 34 2025-26 2nd invitation.pdf
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