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Tender Value
₹89.1 L
EMD Value
₹90,000
Closing Date
8 May 2026, 6:00 pmClosed
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Executive Engineer, Panchayat Road and Building Division, Morbi
Resurfacing of SH to Nesada(Su.) Approach Road (MDR) Km.0/000 to 2/000 Ta.Tankara, Dist.; Morbi (Under MMGSY-Normal-2025-26)(2nd Attempt)
300073
65 / 2026
Open
Civil - All
Morbi
8 documents required · 8 mandatory
₹2,400
Executive Engineer, Panchayat Road and Building Division, MORBI
₹90,000
30 Apr 2026
30 Apr 2026
30 Apr 2026
8 May 2026
30 Apr 2026
Name of work :- Resurfacing of SH to Nesada(Su.) Approach Road (MDR) Km.0/000 to
2/000 Ta.Tankara, Dist.; Morbi (Under MMGSY-Normal-2025-26)(2nd Attempt)
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 0.29 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 174.10 One 157.91
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 800.50 One 109.24
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 Supplying, stacking, spreading, rolling, 641.25 One 771.84
watering and consolidation to desired Cum
density of hard murrum with all lead and
5 Scarifying graveled macadam or Bitumen 1246.90 One 41.60
macadam surface 6cm to 10cm depth Sqm
including stacking useful materials on road
side and disposing off remaining stuff.
6 WBM Grading-1 320.20 One 1551.36
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.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
7 WBM Grading-2 13.10 One 1430.76
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 Providing, laying, spreading and compacting 511.00 One 1167.86
graded stone aggegate to Wet Mix Macadam Cum
specification including premixing the
material with water at OMC in mechanical
mix plant carriege of mixed material by
tipper to site, laying in uniform layers with
paver in sub-base/base course on well
prepared surface and compacting with
vibratory roller to achieve the desired
9 Rolling and Watering of earthwork with 171.20 One 22.95
vibratory roller including filling in Cum
depression which occur during the process
and as directed.
10 Providing and appliying primer coat with 3847.50 One 38.58
bitumen emulsion SS1 on prepared surface Sqm
of granular Base including clearing of road
surface and spraying primer at the rate of
0.70 to 1.0kg/sqm using mechanical means,
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
11 Providing and laying bitumenous grout 285.00 One 2229.67
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.
12 Providing, laying and rolling 37.50mm thick 314.00 One 2906.67
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.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
13 Providing and laying and rolling of 20mm 176.00 One 3460.66
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 0.27cum/10sqm etc. complete in
accordance with the requirement of
14 Excavation for foundation upto 1.5m depth 106.90 One 253.88
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. (B) Dense or hard soil.
15 Excavation for foundation upto 1.5m depth 84.70 One 432.61
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. (C) Hard Murrum
16 Providing and casting in situ ordinary 248.70 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
17 Providing and filling in foundation with 22.10 One 3345.58
ordinary cement concrete M-100 mix and Cum
providing necessary vertical pin headers
incl. Formwork, vibrating, ramming and
curing complete.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
18 Dry Lean Cement Concrete Sub base 152.00 One 2727.00
(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.
19 Cement Concrete Pavement M-25 304.00 One 6899.51
(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.
20 Providing and casting in situ Contolled 56.30 One 5271.78
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.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
21 Providing and laying weep hole in 44.00 One 86.69
Abutment and returns by using A.C pipe of No
100mm. Incl. fixing in proper grade and
jointing the complete as per detailed
22 Providing and laying in Position FE - 1.420 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.
23 Providing and Fixing in position FE- 0.990 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.
24 Supplying and fixing reinforced concrete 22.50 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.
25 Dismantling the existing structure including 110.80 One 409.22
removing and stacking the dismantled Cum
materials as and where directed.
Stone/Rubble masonary.
26 Dismantling the existing structure including 103.20 One 930.35
removing and stacking the dismantled Cum
materials as and where directed. RCC Work.
27 Providing and fixing Precast cement concrete 5.00 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 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)
29 Providing and fixing ordinary Kilometer 2.00 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 Indicator stone of 63.00 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 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
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)
32 Hazard Marker Sign :-Providing and fixing sign 6.00 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
33 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 Reflective sheeting
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
34 Sign board per Square Meter :-Providing and fixing 4.00 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
contractor. (B) Class-B Type-4 Retro Reflective
35 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.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
36 Road Marking with Hot Applied paints with 504.00 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.
37 Cate eye / road stud/ RPM : Supplying 156.00 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 Nine Lakh(s) Ten Thousand Seven Hundred Three And Paise
Ninety Eight 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.
NOTE: Amount Rs.20137/- 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
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1 SBD Nesada(SU)-MM-N-RS-Tankara.pdf
2 Speci Nesada(SU)-MM-N-RS-Tankara.pdf
3 Sch - B.pdf
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