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Tender Value
₹1.9 Cr
EMD Value
₹1.9 L
Closing Date
2 Jul 2026, 6:00 pmClosed
Executive Engineer, R & B Division, Patan
Patan-Deesa Road Km.118/200 to 118/600 (Near Chakkar Major Bridge) (Diversion Work), Dist.Patan
317800
13 of 2026-27
Open
Civil Works - Bridges
Works
Patan
6 documents required · 6 mandatory
₹3,600
Patan
₹1.9 L
25 Jun 2026
25 Jun 2026
25 Jun 2026
2 Jul 2026
25 Jun 2026
Name of Work :-
Patan-Deesa Road Km.118/200 to 118/600 (Near Chakkar Major Bridge) (Diversion Work), Dist.Patan
Bill of Quantity
It Quantities Item of Work Estimated Rate Unit Total Amount
It Quantities Item of Work Estimated Rate Unit Total Amount
No. estimated According to
Rs. In In Words
but may Estimated
1 11,785.00 Earthwork for embankment with soft murrum 186.39 Rupees One Cum
Hundred Eighty Six
including breaking clods, dressing with all lead And Paise Thirty
and lift and including watering rolling and Nine Only
consolidation of subgrade in layers at O.M.C. to
required dry density including filling the
depression which occur during the process
using power roller 8T to 10T. (E) From Borrow
2 336.00 Construction of granular Sub base 100 mm 1,395.40 Rupees One Cum
thick by providing coarse graded material Hundred Ninety
BTMC using metal 53 mm to 26.5 mm@ 27.5%, Five And Paise
aggregate 26.5 mm to 9.5 @ 22.5%, aggregate
9.5 mm to 4.75 mm @ 10% and stone dusts
4.75 mm & below @ 40% including spreading
in uniform layers with motor grader on prepared
surface mixing by mix in place method with
rotavator at OMC and compacting with vibratory
roller to achieve the desired density complete
as per Clause 401.2 Table 400.1 grade-I
3 579.00 Construction of granular Sub base 150 mm 1,474.32 Rupees One Cum
thick by providing coarse graded material Hundred Seventy
BTMC using metal 26.5 mm to 9.5 mm @ 68%, Four And Paise
Thirty Two Only
9.5 mm to 4.75 mm @ 12% and 4.75 & below
@ 20% spreading in uniform layers with motor
grader on prepared surface mixing by mix in
place method with rotavator at OMC and
compacting with vibratory roller to achieve the
desired density complete as per Clause
Table 400.1 grade-III.
4 840.00 Providing and laying spreading and compacting 1,677.56 Rupees One Cum
graded stone aggregate to wet mix macadam Hundred Seventy
250 mm thick as per MORT&H specification Seven And Paise
including pre mixing the material with water at
OMC in mechanical mix plant, carriage of mixed
material by tippers 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 desire density.
5 3,000.00 Providing & laying priming coat with emulsion 95.59 Rupees Ninety Five Sqm
And Paise Fifty
SS-1 grade and spraying emulsion with spray Nine Only
set fitted on mechanical buzzer using emulsion
at the rate of 7.5 Kg./10 Sqm. On WMM surface
incl. cleaning the surface etc. complete.
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It Quantities Item of Work Estimated Rate Unit Total Amount
It Quantities Item of Work Estimated Rate Unit Total Amount
No. estimated According to
Rs. In In Words
but may Estimated
6 330.00 Providing and laying 50 mm Thick Bituminous 3,852.97 Rupees Three MT
Macadam B.T. Aggregate as per MORT & H Hundred Fifty Two
specification and VG - 30 for tack coat @ 2.50 And Paise Ninety
Kg./10 smt. with Mechanical sprayer & Bitumen
Grade (VG-30 ) for mixing @ 34 Kg./Mt. i.e.
3.40 % by weight of total mix including heating
and mixing the aggregate & asphalt in
continuous batch mix plant and spreading the
same by sensor paver finisher & consolidation
with vibratory roller including providing all
materials equipment's, tools & plant, fire wood,
oil, kerosene, labour charges etc. complete
using contractor’s own machinery drum mix
plant & paver finisher etc. complete
7 173.00 Providing and laying 25 mm thick (Compacted) 4,798.29 Rupees Four MT
Semi dance Bituminous concrete on exiting Hundred Ninety
bituminous surface and using specified graded Eight And Paise
Twenty Nine Only
black trapped machine crushed aggregate with
5% Bitumen VG-30 - 60/70 grade bitumen by
Wt. of total mix as per MORTH specification
including heating and mixing of asphalt with
B.T. chips in continuous batch mix plant and
transporting same at site and spreading by
sensor paver finisher and consolidation the
same with pair of 8 tones to 10 tones vibratory
roller to achive desire density and including
flusing the stone dust @0.03 cum/10smt
including cost of required tools , plants, all
machineries, equipment fire wood , oil,
kerosene, charges etc. complete.
8 1,460.00 Excavation for foundation upto 1.5 m depth 208.23 Rupees Two Cum
Hundred Eight And
including sorting out and stacking of useful Paise Twenty Three
materials and disposing off the excavated stuff Only
upto 50 Meter lead.(A) Loose or soft soil
9 476.00 Providing and filling in foundation with ordinary 3,147.48 Rupees Three Cum
Cement concrete M-100 mix and providing Hundred Forty
necessary vertical pin headers including Seven And Paise
Forty Eight Only
formwork, vibrating, ramming and curing
10 1,415.00 Providing and casting in situ Ordinary cement 3,573.53 Rupees Three Cum
concrete M-150 for R.C.C. Raft and cut-off Hundred Seventy
walls including necessary shuttering laying, Three And Paise
Fifty Three Only
vibrating, ramming and curing complete.
11 12,345.00 Providing TMT Bar FE 500D reinforcement for 77.29 Rupees Seventy Kg.
Seven And Paise
R.C.C. work including bending, binding and Twenty Nine Only
placing in position complete upto floor two level
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It Quantities Item of Work Estimated Rate Unit Total Amount
It Quantities Item of Work Estimated Rate Unit Total Amount
No. estimated According to
Rs. In In Words
but may Estimated
12 165.00 Supplying and fixing reinforced concrete heavy 5,560.01 Rupees Five Rmt
duty non-pressure pipes with collars for culverts Hundred Sixty And
carrying heavy traffic as per IS 458-1991 Paise One Only
specifications including setting the pipes in C.M.
1:2 watering and laying (to level or slopes) of
class NP3 of following internal daimeters.(vii)
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It Quantities Item of Work Estimated Rate Unit Total Amount
It Quantities Item of Work Estimated Rate Unit Total Amount
No. estimated According to
Rs. In In Words
but may Estimated
13 140.00 Providing and laying rubble for apron (each 1,000.78 Rupees One Cum
stone weighting not less than 40Kg.) including Paise Seventy Eight
and packing and filing in the interstices with Only
14 840.00 Providing and laying Pitching on slopes laid 1,051.41 Rupees One Cum
Thousand Fifty One
over prepared filter media including boulder And Paise Forty
apron laid dry in front of toe of embankment One Only
complete as per drawing and Technical
15 150.00 Providing and casting in site Controlled cement 4,778.86 Rupees Four Cum
concrete M-200 for average 250 mm thick as Hundred Seventy
directed including compacting with surface Eight And Paise
Eighty Six Only
mechanical screed vibrating, mechanical
floater, channeling form work and grooving
including filling asphalt filer joint including dowel
bar ,tie bar expansion, construction and
construction joint as per instruction engineer in
16 1,560.00 Road marking with hot applied thermoplastic 367.72 Rupees Three Sqm
paints with reflectorising glass beads on bitumin Seven And Paise
surface providing and laying a hot applied Seventy Two Only
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
mcd/m2/lux and Asphalt road shall be min
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 two
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It Quantities Item of Work Estimated Rate Unit Total Amount
It Quantities Item of Work Estimated Rate Unit Total Amount
No. estimated According to
Rs. In In Words
but may Estimated
17 962.00 Cat Eye / Road Stud/ RPM: Supplying Raised 217.40 Rupees Two No.
Hundred Seventeen
Pavement Markers made of polycarbonate and And Paise Forty
ABS moulded body and reflective panels with Only
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
accordance to ASTM D 4280 Type H and
complying to Specifications of Category A of
MORTH Circular No RW/NH/33023/10-97 D
DO III Dt 11.06. 1997. The height, width and
length shall not exceed 20 mm, 130 mm and
130 mm and with minimum reflective area of
Sqcm 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 color of the
marker should be as per the IRC 35-2015 and
as directed by Engineer-in-charge.
18 4.00 Hazard Marker Sign :-Providing and fixing sign 3,666.30 Rupees Three No.
boards made out of 2.0 mm aluminum sheet/ 4 Hundred Sixty Six
mm ACP (Aluminum composite Panel); size And Paise Thirty
90x30 cms. rectangular as per design of IRC-
67-2012. Pre treated with phosphating process
& acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy paint
;reflectorized with Micro Prismatic Grade retro
reflective sheeting of Type-11 as per ASTM D-
4956 and latest M.O.S.T. Specifications; 1.8mtr
long stand post of 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 best quality epoxy
coatings in black and white bends. The details
of symbol foreach 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
60 Cms. for each leg. Including excavation,
curing etc. Complete under the supervision of
engineer in charge. A warranty for 10 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. (A) Class-C Type-11
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It Quantities Item of Work Estimated Rate Unit Total Amount
It Quantities Item of Work Estimated Rate Unit Total Amount
No. estimated According to
Rs. In In Words
but may Estimated
19 4.00 Regulatory/ Mandatory Sign :-Providing and 4,618.73 Rupees Four No.
fixing sign boards made out of 2mm aluminum Hundred Eighteen
sheet / 4mm ACP (Aluminum composite Panel); And Paise Seventy
size 60 ems Dia Circle as per design of IRC-67-
2012. Pre treated with phosphating process &
acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy paint
;reflectorized with Micro Prismatic Grade retro
reflective sheeting of Type-11 as per ASTM D-
4956 and latest M.O.S.T. Specifications; 3.6mtr
long stand post of 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 best quality epoxy
coatings in black and white bends. The details
of symbol foreach 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
60 Cms. for each leg. including excavation,
curing etc. complete under the supervision of
engineer in charge. A warranty for 10 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. (A) Class-C Type-11
Retro Reflective sheeting
20 10.00 Chevron sign (Double) :-Providing and fixing 4,681.35 Rupees Four No.
sign boards made out of 1.5mm aluminum Hundred Eighty
sheet/ 3mm ACP (Aluminum composite Panel); One And Paise
Thirty Five Only
size 2 No of 60x50 cm as per design of IRC-67-
2012. Pre treated with phosphating process &
acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy paint
;reflectorized with Micro Prismatic Grade retro
reflective sheeting of Type-11 as per ASTM D-
4956 and latest M.O.S.T. Specifications; 3.3 mtr
long stand post of 75 x 75 x 6mm / 65NB
Circular MS Pipe as required 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 45 x 60 Cms. for each leg.
including excavation, curing etc. complete
under the supervision of engineer in charge. A
warranty for 10 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
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It Quantities Item of Work Estimated Rate Unit Total Amount
It Quantities Item of Work Estimated Rate Unit Total Amount
No. estimated According to
Rs. In In Words
but may Estimated
21 136.00 Wall painting (two coats) with plastic emulsion 88.39 Rupees Eighty Sqm
Eight And Paise
paint of approved brand (Asian/Birla ISI or Thirty Nine Only
similar etc.) and manufacture on undecorated
wall surface to give an even shade including
throughly brushing the surface free from mortar
droppings and other foreign matter and sand
papered smooth.
22 3.00 Sign board per Square Meter :-Providing and 12,310.89 Rupees Twelve Sqm
fixing sign boards made out of 2mm aluminum Hundred Ten And
sheet / 4mm ACP (Aluminum composite Panel); Paise Eighty Nine
size 1meter x1 meter as per design of IRC-67-
2012. Pre treated with phosphating process &
acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy paint
;reflectorized with Micro Prismatic Grade retro
reflective sheeting of Type-11 as per ASTM D-
4956 and latest M.O.S.T. Specifications; 4 mtr
long stand post (2 No.) of 75 x 75 x 6mm /
65NB Circular MS Pipe as required 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 45 x 60 Cms. for each leg.
Including excavation, curing etc. Complete
under the supervision of engineer in charge. A
warranty for 10 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. (A)
Class-C Type-11 Retro Reflective sheeting
F:\Tender 2026-27\NIVIDA-13\Chakkar Bridge Diversion\DTP Div. (Chakkar) Sh-B Page 7 of
It Quantities Item of Work Estimated Rate Unit Total Amount
It Quantities Item of Work Estimated Rate Unit Total Amount
No. estimated According to
Rs. In In Words
but may Estimated
23 2.00 Diversion Ahead Sign :-Providing and fixing 10,671.66 Rupees Ten No.
sign boards made out of 2mm aluminum sheet / Hundred Seventy
4mm ACP (Aluminum composite Panel); size One And Paise
180x60 cms. rectangular as per design of IRC-
67-2012. Pre treated with phosphating process
& acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy paint
;reflectorized with Micro Prismatic Grade retro
reflective sheeting of Type-11 as per ASTM D-
4956 and latest M.O.S.T. Specifications; 3.1 mtr
long stand post (2 Nos.) of 50 x 50 x 5mm /
50NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 35 x
35 x 3mm; painted with best quality epoxy
coatings in black and white bends. The details
of symbol foreach 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
60 Cms. for each leg. Including excavation,
curing etc. Complete under the supervision of
engineer in charge. A warranty for 10 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. (A) Class-C Type-11
Retro Reflective sheeting
24 129.00 Providing and fixing guard stone as per I.R.C. 108.49 Rupees One No.
Hundred Eight And
type design including white washing etc. Paise Forty Nine
complete. (i) Fixing in Earth Only
I / We am / are willing to carry out the work at …………………………………. % Above / Below percent
(Should be written in figures and words) of the estimated rates mentioned above. Amount of my / our tender works
Estimated Amount Estimated Amount
Put to Tender Rs……………………. Put to Tender Rs…………………….
Add ……..…. % Above Rs……………………. Deduct .………. % Below Rs…………………….
Net Rs……………………. Net Rs…………………….
* (Please strike out whichever is not applicable)
Note 1 :- All work shall be carried out as per public works department Handbook and other specifications of
Division or as directed.
Note 2 :- All the columns is Schedule should be filled in ink and the total of the entries in the last column
should be struck by the contractor under his signature.
Note 3 :- Rates quoted include clearance of site (prior commencement of work and at its close) in all respects
and hold good for work under all conditions, site, moisture, weather etc.
Note 4 :- To be continued on additional sheets, if found necessary.
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It Quantities Item of Work Estimated Rate Unit Total Amount
It Quantities Item of Work Estimated Rate Unit Total Amount
No. estimated According to
Rs. In In Words
but may Estimated
Dated Signature of the contractor
Deputy Executive Engineer Executive Engineer
Road & Building Sub Division Road & Building Division
F:\Tender 2026-27\NIVIDA-13\Chakkar Bridge Diversion\DTP Div. (Chakkar) Sh-B Page 9 of
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details.html
RAW_HTML
BOQ.pdf
DTP Spec Diver. P-D Bridge.pdf
Index Specifications.pdf
Notes.pdf
SBD Booklet P-D_ Diver.pdf
Speci. Quality.pdf
Testing of Materials.pdf
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