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Tender Value
₹2.3 Cr
EMD Value
₹2.3 L
Closing Date
8 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panchayat Road and Building Division, Morbi
Construction of Ravapar (River) to National Highway Road to Shaktinagar Canal Road (NP) Km.0/000 to 2/600 Ta.Morbi, Dist.; Morbi (Under M MGSY-Normal-2025-26) (2nd Attempt)
299979
65 / 2026
Open
Civil - All
Morbi
8 documents required · 8 mandatory
₹3,600
Executive Engineer, Panchayat Road and Building Division, MORBI
₹2.3 L
30 Apr 2026
30 Apr 2026
30 Apr 2026
8 May 2026
30 Apr 2026
Name of work :- Construction of Ravapar (River) to National Highway Road to Shaktinagar
Canal Road (NP) Km.0/000 to 2/600 Ta.Morbi, Dist.; Morbi (Under MMGSY-Normal-2025-26)
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 0.78 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 4636.00 One 169.27
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 Earthwork in cutting in all sorts of soil and 1625.40 One 134.47
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
4 Supplying, stacking, spreading, rolling, 1161.00 One 600.64
watering and consolidation to desired Cum
density of quarry spall with all lead and lift.
5 WBM Grading-1 2105.00 One 1591.65
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)
6 Rolling and Watering of earthwork with 4636.00 One 22.95
vibratory roller including filling in Cum
depression which occur during the process
and as directed.
7 Excavation for foundation upto 1.5m depth 67.80 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.
8 Excavation for foundation upto 1.5m depth 36.80 One 432.61
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. (C) Hard Murrum
9 Providing and casting in situ ordinary 119.80 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
10 Providing and filling in foundation with 14.70 One 3345.58
ordinary cement concrete M-100 mix and Cum
providing necessary vertical pin headers
incl. Formwork, vibrating, ramming and
curing complete.
11 Dry Lean Cement Concrete Sub base 982.70 One 2779.72
(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.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
12 Cement Concrete Pavement M-30 1967.70 One 7060.70
(Construction of un- reinforced, dowel Cum
jointed, plain cement concrete pavement
over a prepared sub base with 53 grade
cement @ 400 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, admixtures as
approved,curing compund finishing the
lines and grade as per drwaing.
13 Providing and laying in Position FE - 0.700 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.
14 Supplying and fixing reinforced concrete 30.00 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.
15 Dismantling the existing structure including 63.00 One 930.35
removing and stacking the dismantled Cum
materials as and where directed. RCC Work.
16 Providing and fixing Precast cement concrete 10.00 One 356.49
Hectometer as per IRC type design incl. No
painting, lettering etc. fixing in C.C. 1:5:10.
17 Providing and fixing Precast cement concrete 180.00 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)
18 Providing and fixing ordinary Kilometer 3.00 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)
19 Providing and fixing Indicator stone of 117.00 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
20 Village/Bump Ahead sign. : Providing and fixing 5.00 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.
21 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
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
22 Direction sign (Junction board):-Providing and fixing 2.00 One 14831.70
sing boards made out of 2mm aluminium sheet; size No
244 x 122cms. 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 75x75x6mm as required; 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 45 x 60cms. for each leg. including
excavation curing etc. complete under the supervision
of engineer in charge.(A) Engineer Grade(VR)...
23 Sign Board per square Meter :-Providing and fixing 6.00 One 7615.37
sing boards made out of 2mm aluminium sheet; size 1 No
Meter x 1 Meter as as per the design given by
engineer in charge 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 may be fabricated either from suitable size
iron angle of 35 x 35x 3mm & 50 x 50 x 5mm & 75 x
75 x 6mm as required 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
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)
24 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.
25 Road Marking with Hot Applied paints with 546.00 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)
26 Cate eye / road stud/ RPM : Supplying 50.00 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 Two Crore Thirty Lakh(s) Forty Nine Thousand Four Hundred Seventy
Nine And Paise Eighty Three 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………………….………………
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.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
NOTE: Amount Rs. 8190/-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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details.html
RAW_HTML
1 SBD Ravapar-MM-N-NP-Morbi.pdf
2 Speci Ravapar-MM-N-NP-Morbi.pdf
3 Sch - B.pdf
4 GR SBD.pdf
5 Envirement MMGSY.pdf
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