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Tender Value
₹91.3 L
EMD Value
₹92,000
Closing Date
13 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer Panchayat R&B Division Amreli
Construction of Suvidhapath on Pratappara Bypass Road (At Pratappara Village) (VR NP) Ta.Amreli, Dist.Amreli.
302186
Tender Notice No.02/2026-27 Sr.No.10
Open
Civil Works - Roads
Amreli
10 documents required · 9 mandatory · 1 optional
₹2,400
Executive Engineer Panchayat R&B Division Amreli
₹92,000
6 May 2026
6 May 2026
6 May 2026
13 May 2026
6 May 2026
Name of work :- Construction of Suvidhapath on Pratappara Bypass Road (At Pratappara
Village) (VR NP) Ta.Amreli and Dist.;Amreli (Under Suvidhapath-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 0.24 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 540.00 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 609.00 One 109.41
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, 239.00 One 602.46
watering and consolidation to desired Cum
density of quarry spall with all lead and lift.
5 WBM Grading-2 590.00 One 1339.15
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.
6 Rolling and Watering of earthwork with 405.00 One 22.95
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)
7 Excavation for foundation upto 1.5m depth 159.00 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 Providing and casting in situ ordinary 153.00 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
9 Providing and filling in foundation with 23.00 One 3345.58
ordinary cement concrete M-100 mix and Cum
providing necessary vertical pin headers
incl. Formwork, vibrating, ramming and
curing complete.
10 Dry lean cement concrete Sub- base 375.00 One 2849.51
Construction Dry lean cement concrete Sub- Cum
base over a prepared sub-grade with coarse
and fine aggregate conforming to IS: 383, the
size of coarse aggregate not exceeding
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 220kg/ 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 fixed
form paver or conventional method,
compacting with 8-10 tonnes vibratory roller,
finishing and curing etc. complete.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
11 Cement concrete pavement M-30. 750.00 One 7237.86
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, tie rod,
admixtures as approved, curing compound,
finishing to lines and grades as per drawing
12 Providing and casting in situ Contolled 58.00 One 5300.56
cement concrete- M-200 for average Cum
75/150/200mm thick wearing coat laid as
directed incuding. tamping, vibrating,
finishing, curring and filling in joints with
bitumen complete.
13 Providing and laying weep hole in 67.00 One 56.12
Abutment and returns by using A.C pipe of No
100mm. Incl. fixing in proper grade and
jointing the complete as per detailed
14 Providing and laying in Position FE - 1.910 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.
15 Providing and Fixing in position FE- 1.090 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.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
16 Filling available excavated earth (excluding 16.00 One 136.91
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 37.50 One 3469.25
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) 900mm Dia.
18 Supplying and fixing Junction Boards of 1.00 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 Providing and fixing Village name Boards as 1.00 One 3437.59
per standard I.R.C. type design of steel plate No
incl. painting, lettering etc. complete with
fixing in C.C. 1:4:8 block with necessary
excavation etc. complete
20 Providing and fixing Flood guage post mark 2.00 One 1141.30
of 'C' angle size 100mm x 50mm x 6mm thick No
of length 2.00mt. Height fixed in head wall
0.500mt. And 1.50mt. Out side with painting
and lettering with redeum color as directed.
21 Providing and fixing suvidhapath logo board of two 1.00 One 6981.12
M.S.sheets of 3mm thick of 900mmx750mm size fixed No
at top & bottom duly rivetted with MS angles of
25x25x5mm thick M.S. angle shall be welded by two
vertical M.S. angle of 5mmthick to 75mmx75mm of
12SWG square tube sposts duly embedded in cement
concrete M-15 grade blocks of
450mmx450mmx600mm below ground level. The
letters & figure of any shade reflectorised with high
intensity prismatic grader etroreflective sheeting and
all sections off ramed posts and steel tube will be
painted with primer and two coats of epoxy paints
directed as per instruction of engineer in-charge
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
22 Cautionary Warning Sign : Providing and fixing sign 2.00 One 3808.65
boards made out of 2mm Aluminium sheet size No
90x90x90 cms. Equilateral treangle 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 3.1 Mt. long stand post and frame
fabricated from suitable size iron angle of
35x35x3mm, 75x75x6mm. as required painted with
best quality epoxy coating in black and white bends
the details of symbole 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 45x45x60cms. for
each leg including excavation curring etc. complete
under the supervision of engineer in charge (A)
Engineering Grade.
23 Citizen's information Board. Providing and fixing of 1.00 One 8460.77
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)
24 Road Marking with Hot Applied paints with 144.00 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 177.00 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 Ninety One Lakh(s) Twenty Five Thousand Four Hundred Ninety Three
And Paise Eighty 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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details.html
RAW_HTML
8.GR SBD.pdf
9.Envirement MMGSY.pdf
0.4 Tender Details No.2.pdf
0.5. Suvidhapath Condition photoes etc.pdf
0.1 SBD.pdf
0.2 BOQ.pdf
0.3 Speci Suvidhapath-Pratapara bypass-Amreli.pdf
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