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Tender Value
₹2.4 Cr
EMD Value
₹2.4 L
Closing Date
19 Jun 2026, 6:00 pm5d left
Executive Engineer, Panchayat (R&B) Division, DAHOD
CONSTRUCTION OF MINOR BRIDGE ON BARANKUVA PRIMARY SCHOOL TO BHABHOR FALIYA ROAD AT CH-0/200, DIST:DAHOD, IN STATE OF GUJARAT. (Reinvite 3rd Attempt)
312011
07 of 2026-2027
Open
Civil Works - Bridges
Dahod
8 documents required · 8 mandatory
₹3,600
Executive Engineer, Panchayat (R&B) Division, DAHOD
₹2.4 L
6 Jun 2026
6 Jun 2026
6 Jun 2026
19 Jun 2026
6 Jun 2026
NAME OF WORK :- CONSTRUCTION OF MINOR BRIDGE ON BARANKUVA PRIMARY SCHOOL TO
BHABHOR FALIYA ROAD AT CH-0/200, DIST:DAHOD, IN STATE OF GUJARAT.
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
1 Diversion of watercourse / providing cofferdam and 3.00 Each 82133.20
bund or island as may be necessary for foundation and
maintaining the same for the period as may be
2 Demarkation of road alingment including marking out 0.45 Km. 2706.50
road line by providing and fixing wooden pegs or steel
rod of required size at every 25 M to 50 M. including
excavating trenches ion both sodes of 0.30 m. x 0.30M.
including supplying of labours and all materials for
every work etc. complete.
3 Providing flood gauge marks on substructure as per 5.00 Rmt 166.90
design including painting complete. supplying of labours
and all materials for every work etc. complete.
4 Providing masonry steps with cement pointing on 50.00 No. 235.99
approaches as directed .
5 Providing and filling sand inside abutment and between 318.00 Cum 478.82
returns in layers as directed.
6 Filling available excavated earth/wethered rock in 990.00 Cu.m. 137.47
trenches,sides of foundations etc. in layers not
exceeding 20 cm in depth consolidating each disposited
layer by ramming and watering.
7 Excavation in large boulders and soft rock by welding 1216.00 Cu.m. 733.62
including shoring, strutting and dewatering as
necessary and disposing of the excavated stuff as
(A) Depth upto 3.0M.
8 Providing & filling in foundation as base course with 216.50 Cu.m. 3578.43
ordinary cement concrete of M 15 mix and providing
necessary vertical pin headers including formwork
vibrating ramming & curing complete.
9 Providing and casting in-situ controlled cement concrete 289.00 Cu.m. 5077.27
of M 35 For R.C.C. work for footing including
necessary form work vibrating, curing and finishing
10 Providing and fixing in position of steel grade FE 550 D 78.90 M.T 73858.69
/ FE-500 D For R.C.C. work for RCC Raft,Retaining wall,
Pier, Abutment, Abutment Cap, Pier Cap, Dirt Wall
Including cutting hooking, tying, welding etc., complete
as per detailed drawing and specification.
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
11 Providing and casting in situ controlled cement with of
M35 for R.C.C. work in piers and abutment as per
drawing including centering shuttering scaffolding
where necessary laying vibrating curing and finishing
(A) Height from 0.0 M to 5.0 M 187.00 Cum 5412.59
(B) Height from 5.0 M to 10.0 M 51.00 Cum 5728.72
12 Supplying, fitting and fixing in position true to line and 62.20 Sq.m. 606.00
level Tar paper bearing conforming to MoRTH
specifications complete including all accessories as per
drawing and Technical Specifications.
13 Providing and casting in situ controlled cement concrete 74.00 Cum 5808.51
of M 35 Mix for R.C.C. works in pier cap abutment cap
and dirt wall including controlled cement concrete M
bed block or pedestals of required drawings, centering
shuttering, scaffolding wherever necessary laying
vibrating curing and finishing complete.
14 Providing and casting in situ controlled cement concrete 213.50 Cu.m. 5551.97
M-35 for R.C.C. solid slab including
centering,scaffolding curing and finishing complete.
15 Providing and laying in position FE500D/ FE 550D TMT 34.20 M.T 73243.02
bar reinforcement including cutting,bending, hooking
and tying complete as per detailed for the following.
(A) Solid Slab (B) R.C.C. Kerb. (C) R.C.C. Footpath.(D)
R.C.C. Approch slab.(E) Wearing Coat.
16 Providing and casting in situ controlled cement concrete 29.70 Cu.m. 5565.10
of M 40 for average 100 mm. thick wearing coat laid
as directed including tamping vibrating finishing curing
and filling in joints with bitumen complete.
17 Providing and erecting a "Thrie" metal beam crash 243.40 Rmt 4883.35
barrier comprising of 3 mm thick corrugated sheet
metal beam rail, 85 cm above road/ground level, fixed
on ISMC series channel vertical post, 150 x 75 x 5 mm
spaced 2 m centre to centre, 2 m high with 1.15 m
below ground level, all steel parts and fitments to be
galvanised 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 space of channel section 150 x
75 x 5 mm, 546 mm long complete as per clause
18 Providing G.I. 100 mm. diameter water spouts including 12.00 Each 536.03
necessary iron gratings as per drawings.
19 Providing and fixing marble slab including engraving 1.00 Each 1012.65
and painting complete.
(A) size 75 cm x 60 cm x 40 cm
20 Providing and casting in situ controlled cement concrete 30.30 Cu.m. 5343.91
of M 35 for approach slab including form work curing
and finishing complete.
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
21 Providing and fixing in position 20 mm thick 34.00 Rmt 407.03
premoulded joint filler in expansion joint for fixed ends
of simply supported spans not exceeding 10 m to cater
for a horizontal movement upto 20 mm, covered with
sealant complete as per drawing and technical
specifications.
22 Providing and laying of Filter media with granular 268.50 Cum 782.00
materials/stone crushed aggregates satisfying the
requirements laid down in clause 2504.2.2. of MoRTH
specifications to a thickness of not less than 600 mm
with smaller size towards the soil and bigger size
towards the wall and provided over the entire surface
behind abutment, wing wall and return wall to the full
height compacted to a firm condition complete as per
drawing and Technical Specification.
23 Providing & laying weep hole in Abutments, and returns 318.00 Each 49.25
by using A.C. pipe of 100mm including laying in proper
grade and jointing the completed as per detailed
24 Providing and laying Pitching on slopes laid over 168.42 Cu.m. 1051.41
prepared filter media including boulder apron laid dry in
front of toe of embankment complete as per drawing
and Technical specifications
25 Providing and laying Filter material underneath pitching 78.04 Cum 877.69
in slopes complete as per drawing and Technical
26 Providing and laying of Extruded Bioaxial Polypropylene 825.00 Sqm 353.80
Geogrid 40 KN as per clause no 3102.8 and approval
design and specification with accesories like tie
strips,nuts & bolts and loops/lugs for joining reinforcing
elements with the facia ,pannels and overlaps and
other protective elements as per detailed specification.
27 Providing and fixing in position Mild steel dowel bars in 18.00 Each 341.29
pier caps or abutment caps for anchorage in fixed end
as per detailed drawings including cutting, bending and
welding complete.
28 Providing and fixing in position Mild steel dowel bars in 18.00 Each 399.70
pier caps or abutments caps for anchorage in free end
as per detailed drawing including cutting, bending and
welding complete.
29 Clearing and grubbing road land including uprooting 0.10 Hec. 28455.09
rank vegetation , grass , bushes , shrubs , saplings and
trees of girth upto 300 mm removal of stumps of trees
cut earlier and disposal of unserviceable materials (I)
By Mechanical means in area of light jungle.
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
30 Earth work for embankment having CBR not less than 360.60 Cu.m. 295.93
5% including breaking clods dressing With all lead and
lift and including watering, rolling, and consolidation of
subgrade in layers at O.M.C. to required dry density
including filling the depressing which occur during the
process using Vibratory roller 8T to 10T.
31 Back filling between returnwall shall be selected soil 785.00 Cu.m. 479.83
having properties as C=0Kg/Sq. ∅=30° for
embankment including breaking clods dressing With all
lead and lift and including watering, rolling, and
consolidation of subgrade in layers at O.M.C. to
required dry density including filling the depressing
which occur during the process using Vibratory roller 8T
to 10T. (E) From Borrow area With all lead & lift.
32 Construction of 150 mm thick compacted coarsed 209.80 Cu.m. 1573.58
granular subbase (Grade-I crushed B.T materials of
,Below 2.36 mm @ 20 %) by providing close graded
material , mixing in a mechanical mix plant at
OMC,carriage of a mix material to work site, spreading
uniform layers with motor grader on prepared surface
and compacting with vibratory power roller to achieve
desire density , complete clause as per
33 Construction of dry lean cement concrete Sub- base 176.80 Cu.m. 3486.52
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, optimum moisture
content to be determined during trial length
construction, concrete strength not to be less than
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
34 Construction of un-reinforced, dowel jointed, plain 294.70 Cu.m. 6272.10
cement concrete pavement with M-25 grade concrete
over a prepared sub base with cement , coarse and fine
aggregate conforming to IS 383, maximum size of
coarse aggregate not exceeding 25 mm, mixed ina
batching and mixing plant as per approved mix design,
transported to site, laid with electronic sensor 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,admixtures as approved,curing
compound, finishing to lines and grades as per drawing
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
35 Road marking with hot applied thermo plastic paints 41.00 Sq.m. 367.72
with reflectorising glass beads on bitumin surface
providing and laying a hot applied thermoplastic
compound 2.5 mm thick includlng reflectorsing glass
beads@ 250 gms 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 sreaks and holes. zebra patta/bump patta
lane/center line/edge line/cut patta. The white color
marking should provide liminance coefficent on cement
road shall be min 130mcd/m2/lux and Asphalt road
shall be min 100 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 resistnce as mentioned in the
section 15 of IRC35-2015. warrenty for retro
reflectivity shall be two years
36 Cautionary Warning Sign :-Providing and fixing sing 5.00 No. 3808.66
boards made out of 2mm aluminium sheet; size 90 x
x 90 cms.equilateral triangle as per 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 refiectivesheeting as per latest
M.O.S.T.Specifications; 3.1m long stand postand frame
fabricated from suitable sizeiron angle of 35 x 35 x
3mm, 75 x 75 x 6mm as required; painted with
bestquality epoxy coatings in black andwhite bends.
The details of symbol foreach board shall be as per
theinstruction 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)
Engineer Grade(VR)
37 Hazard Marker Sign :-Providing and fixing sing boards 8.00 No. 2423.74
made out of 2mm aluminium sheet; size 90 x 30cms.
rectangle as as per the design/drawing attached (IRC)
pretreated 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;
3.1m long stand post and frame fabricated from
suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x
5mm painted with best quality epoxy coatings The
fixing at site shall be in 1:2:4 CC block of size
45x45x60cms. for each leg. including excavation curing
etc. complete under the supervision of engineer in
charge.(A) Engineer Grade(VR)...
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
38 Regulatory/Mandatory signs :Providing and fixing sing 4.00 No. 3439.81
boards made out of 2mm aluminium sheet; size 60cms.
diameter circle as per the design of IRC-67-1977 pre
treated with phospheting process & acid eteching;
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;
3.1m long stand post and frame fabricated from
suitable size iron angle of 35 x 35 x 3mm 75x75x6mm
as required; painted with best quality 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 block of
size 45 x45 x 60cms. for each leg. including excavation
curing etc. complete under the supervision of engineer
in charge.(A) Engineer Grade(VR)...
39 Chevron sign :-Providing and fixing sign boards made 8.00 Each 3711.75
out of 1.5mm aluminium sheet / 3mm ACP (Aluminum
composite Panel); size 60x50cm 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; 3.3 mtr 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 of35x35x3mm; 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 3 year
outdoor exposure test report from third party test lab
for the product offered shall be submitted by
contractor. (A) Class-B Type-4 Retro Reflective sheeting
40 Providing and fixing hectometer as per I.R.C. type 1.00 No. 356.50
design including painting lettering etc. complete fixing
41 Providing and fixing guard stone as per I.R.C. type 175.00 Each 350.81
design including white washing etc. complete fixing in
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
42 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 49.00 Each 326.23
Shanks Raised Pavement Markers made of
polycarbonate and ABS moulded body and reflective
panels with micro prismatic 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 DO III Dt 11.06. 1997. The
height, width and length shall not exceed 20 mm,
mm and 130 mm and with minimum reflective area of
13 Sqcm on each side and the slope to the base shall
be 35 +/- 5 degree. The strength of detachment of the
integrated cylindrical shanks, (of diameter not less than
19 +/- 2 mm and height not less than 30+/- 2 mm)
from the body is to be a minimum value of 500 Kgf.
Fixing will be by drilling holes on the road for the
shanks to go inside,without nails and using epoxy resin
based adhesive as per manufacturers recommendation
and The color of the marker should be as per the IRC
35-2015 and as directed by Engineerin-charge.
43 Citizens information Board:Providing and fixing of 1.00 No. 23783.48
typical information board as per instruction.Two MS
plates of 1.6m thick, of 900mm x 750mm size fixed at
top & bottom duly welded with MS angles pf 25 x 25 x
5mm thick M.S plate shall be welded by two vertical
M.S flates 5 mm thick to 75 mm x 75 mm of 12 SWG
square tubes posts duly embedded in cement concrete
M-15 grage blocks of 600mm x 600mm x 750mm,
below ground level.Painting new letters & figure of any
shade with ready mixed synthetic enample paint of
superior quality in required shade and colour, All
sections of framed posts and steel tube will be painted
with primer and two coats of epoxy paints as per
44 Supply & fixing logo board of diamond size (600 x 600 1.00 No. 4568.23
mm) 16 gauge & board plate size (900 x250 mm)
gauge thick M S Plate and 2.40 meter deep length
single angle 75 x 75 x 6 mm size including fitting and
painting lettering with luminous colour as per drawing
45 Excavation for foundation in sand, gravel ,clay , soft 622.00 Cu.m. 523.28
soil & murrum etc. including shoring, strutting
dewatering as necessary and disposing of the
excavated stuffs directed.
(A) Depth upto 3.0M.
46 Providing & casting in situ Controlled cement concrete 693.00 Cu.m. 4259.54
M-25 mix and providing necessary pin headers
including shuttering, scaffolding, laying, vibrating,
curing and finishing complete without V-Groves.
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
47 Providing and casting in situ ordinary cement concrete 7.10 Cu.m. 4220.21
M-200 forKerbs/Kerb blocks including formwork, curing
and finishing complete.
48 Construction of 150 mm thick compacted coarsed 28.50 Cum 1799.82
granular subbase by providing coarse graded machine
crushed B.T. material satisfying MOST specification
(Grade-V crushed B.T. stone aggregate 26.5 mm to
mm below @ 30 % ) including spreading in uniform
layer 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 etc. complete.
49 Providing and applying priming coat with emulsion SS1 175.00 Sq.m. 60.47
grade at the rate of 7.50 kg/ 10 Sq.mt. including cost
of asphalt and preparing the surface heating and
applying etc. complete.
50 Close Graded Premix Surfacing/Mixed Seal Surfacing 8.26 M.T 3735.99
(Mechanical means using HMP of appropriate capacity
not less than 75 tonnes/hour. Providing, laying and
rolling of close-graded premix surfacing material of
mm thickness composed of 11.2 mm to 0.09 mm (Type-
a) aggregates using penetration grade bitumen to the
required line, grade and level to serve as wearing
course on a previously prepared base, including mixing
in a suitable plant, laying and rolling with a Smooth
wheeled roller 8-10 tonne capacity, and finishing to
required level and grade. )
51 Diversion sing board :-Providing & Fixing sign boards 2.00 Nos 6798.92
made out of 2mm aluminium sheet, size 180 x 60 cms.
rectangle as per the attached drawing pre treated with
phospheting process & acid etching. coated with one
coat of epoxy priemr and two coats of best quality
epoxy paint reflectorised with retro reflective sheeting
as per latest M.O.S.T. Specifications;Letters and
numerals should be as per IRC-30-1968,3.1m long
(2nos) stand post and frame fabricated from iron angle
of 35x35x3mm, 50x50x5mm painted with best quality
epoxy coatings in blak and white bends. The fixing at
site shall be in 1:2:4 CC block of size 45 x 45x 60cms
for each leg, including excavation curing etc. complete
under the supervision of engineer in charge.(A)
Engineer Grade(VR)...
52 Supplying and fixing reinforced concrete heavy duty 40.00 Rmt 3271.56
nonpressure pipes with collars for culverts including
setting and joining the pipes in C.M. 1:2 watering and
laying (To level of slops of I.S. 458 / 1971 Class NP3
casted by vertically vibrated technology of following
internal diameter. (v) 900 mm dia..
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
Two Crores Forty Three Lacs Fourteen Thousand Five Hundred Forty & Paise Six 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 rate mentioned above. Amount of my /our tender works out as
Estimated amount put to tender Estimated amount put to tender
Deduct………% below Add………% Above
In words In words
Note 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.
Note 2-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
Note 3-GST and Income tax TDS will be deducted at a source while making payments of bills
Note 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 5:-An amount of Rs. 2,70,098.50 ( Rs. Two Lacs Seventy Thousand Ninety Eight & Paise Fifty Only ) towards estimated credit
value of dismentaling shall be recovered from the R.A. Bill of this work irrespective of the quantity actually received on site.
Deputy Executive Engineer Divisional Account Executive Engineer
Panchayat (R & B) Sub Division Panchayat(R&b)Division Panchayat (R & B) Division
Dahod Dahod Dahod
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MMGSY ENVIRONMENT GR new.pdf
GR for Inspection 16.10.2025.pdf
GR for Mix Design 16.10.2025.pdf
APPROACH GAD (3 X 10.0m).pdf
BRIDGE GAD (3 X 10.0m).pdf
5. SBD Bridge Barana Kuva Rd.pdf
6.2 boq Bridge Barana Kuva Rd.pdf
7.0 specification index.pdf
7.2 specification.pdf
9.0Spe. Conditions -.pdf
10.0 test.pdf
11.0 GRs - SBD with Index 7MB.pdf
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