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Tender Value
₹1.7 Cr
EMD Value
₹1.7 L
Closing Date
19 Jun 2026, 6:00 pm
Executive Engineer, Panchayat (R & B) Division Rajkot.
Resurfacing of Bhunava Mota Mahika Sindhavadar Road (ODR) Km.0/000 to 7/300 Ta.Gondal, Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2025-26/P.27)
309250
NIVIDA 38 2025-26 (3rd Invitation)
Open
Civil Works - Roads
Rajkot
8 documents required · 8 mandatory
₹3,600
Executive Engineer Panchayat R&B Division Rajkot
₹1.7 L
28 May 2026
28 May 2026
28 May 2026
19 Jun 2026
28 May 2026
Name of work :- Resurfacing of Bhunava Mota Mahika Sindhavadar Road (ODR) Km.0/000 to
7/300 Ta.Gondal, Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2025-26/P.27)
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 2.15 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 1511.00 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 WBM Grading-2 189.00 One 1404.50
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.
4 Rolling and Watering of earthwork with 1719.00 One 23.41
vibratory roller including filling in Cum
depression which occur during the process
and as directed.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
5 Providing and laying bitumenous grout 1887.00 One 2171.39
37.50mm thick using bulk Emulsion RS1 for MT
tack coat at the rate of 2.50kg/10sqm on
Bitumin surfacer 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 etc. complete.
7 Providing, laying and rolling of 25mm thick 1321.00 One 2796.69
open graded premix bituminous carpet with MT
B.T aggregates as specified and using bulk
Emulsion RS1 for tack coat at the rate of
2.50kg/10sqm on B.T.Surface (As per IRC-
16) and using bitumen for mixing with
aggregate at the rate of 3.36% i.e
33.60kg/MT. of total mix including heating
and mixing in drum mix plant, spreading the
same with paver finisher and consolidation
with vibratory roller including necessary
firewood, oil, lubricants, labour charges etc.
using equipment tools etc. completed in
accordance with the requirement of
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
8 Providing and laying and rolling of 20mm 1158.00 One 3362.08
thick Compacted mix seal surface with B.T. MT
and 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 0.27cum/10sqm etc. complete in
accordance with the requirement of
9 Excavation for foundation upto 1.5m depth 185.00 One 265.97
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. (B) Dense or hard soil.
9 Excavation for foundation upto 1.5m depth 104.00 One 453.20
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. (C) Hard Murrum
10 Providing and casting in situ ordinary 245.00 One 3935.98
cement concrete M-150 mix and providing Cum
necessary pin headers including shuttering,
scafilding, laying vibrating, curing and
finishing complete Without V-Grooves For
11 Providing and filling in foundation with 33.00 One 3359.92
ordinary cement concrete M-100 mix and Cum
providing necessary vertical pin headers
incl. Formwork, vibrating, ramming and
curing complete.
12 Providing parapet of ordinary cement 90.00 One 1078.36
concrete M-200 as per detailed drawing with Rmt.
necessary reqinforcement including
shuttering laying vibrating and finishing to
line and level complete (ii) cast in situ.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
13 Jacketing: - Providing and casting in situ 436.00 One 3159.38
design mix concrete M25 mix for 23cm thick sqm
jacketing consisting 16 mm dia 200mm c/c
both ways, 16 dia pin @ 400mm c/c
vertically & 800mm c/c horizontally with
base supported with 300 × 450 mm beam
reinforced with main 6 No. 16 mm dia. bar
and stirrups 8 mm dia. 150 mm c/c etc.
complete including drilling holes in the pier,
providing steel bars for connecting existing
pier to jacketing and filling the holes with
rich mortar including shuttering, scaffolding
wherever necessary, laying, vibrating curing
and finishing etc., complete.
14 Providing and laying weep hole in 31.00 One 90.82
Abutment and returns by using A.C pipe of No
100mm. Incl. fixing in proper grade and
jointing the complete as per detailed
15 Providing and laying in Position FE - 1.960 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.
16 Filling available excavated earth (excluding 289.00 One 137.47
rock ) in trenches plinth sides of foundation Cum
etc. in layers not exceeding 20cm in depth
consolidating each deposited layer by
ramming and watering.
17 Supplying and fixing reinforced concrete 75.00 One 5560.00
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) 1200mm Dia.
18 Providing and fixing Precast cement concrete 29.00 One 356.49
Hectometer as per IRC type design incl. No
painting, lettering etc. 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)
19 Providing and fixing Precast cement concrete 300.00 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.
20 Providing and fixing ordinary Kilometer 7.00 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)
21 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.
22 Providing and fixing Indicator stone of 328.00 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
23 Village name Sign :-Providing and fixing sign boards 9.00 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
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
24 Direction (Junction) Sign :-Providing and fixing sign 2.00 One 21287.50
boards made out of 2mm aluminium sheet / 4mm No
ACP (Aluminum composite Panel); size 244x122 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;
4.0mtr (2 Nos.) 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
50x50x5mm; 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
25 Sign board per Square Meter :-Providing and fixing 10.00 One 7894.01
sign boards made out of 2mm aluminium sheet / No
4mm ACP (Aluminum composite Panel); size 1 meter
x 1meter 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;
mtr long stand post (2 Nos.) of Iron Angle 75 x 75 x
6mm / 65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of
50x50x5mm; 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
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
26 Citizen's information Board. Providing and fixing of 1.00 One 7393.20
typical MMGSY information board as per instruction. No
Two MS sheets of 3 mm thick, of 900 mm x 750mm
size fixed at top & bottom duly rivetted with MS
angles of 25 x 25 x 5 mm thick M.S angle shall be
welded by two vertical M.S angle of 5 mm thick to
mm x 75 mm 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.
27 Road Marking with Hot Applied paints with 1490.00 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.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
28 Cate eye / road stud/ RPM : Supplying 80.00 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.
29 Providing and erecting a "W" metal crash 70.00 One 3723.46
barrier comprising of 3mm thick currugated Rmt.
sheet metal beam rail, 70cm above
Road/Ground level, fixed on ISMC series
channel vertical post, 150x75x5mm spaced
2m center to center, 1.8m high, 1.1m below
ground/road level, all steel parts and
fitments to be galavanized by hot dip
process, all fittings to conform to IS:1367 and
IS:1364 metal beam rail to be fixed on the
vertical post with a spacer of channel section
150x75x5mm, 330mm long complete as per
Rupees One Crore Sixty Seven Lakh(s) Twenty Nine Thousand Six Hundred
Thirty Two And Paise Twenty Four 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.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
* 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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NIVIDA 38 2025-26 3rd Invitation.pdf
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