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Tender Value
₹10.4 Cr
EMD Value
₹10.4 L
Closing Date
16 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panchayat R&B Division, Navsari
CONSTRUCTION OF MAJOR BRIDGE ON BAHEJ KRUTIKHADAK FALIYA ROAD AT KM. 2/200 TO 2/400 DIST. NAVSARI IN THE STATE OF GUJARAT
301080
03 of 2026-27
Open
Civil Works - Bridges
Navsari
6 documents required · 6 mandatory
₹18,000
Executive Engineer, Panchayat (R&B) Division, Navsari
₹10.4 L
4 May 2026
4 May 2026
4 May 2026
16 May 2026
4 May 2026
NAME OF WORK :- CONSTRUCTION OF MAJOR BRIDGE ON BAHEJ KRUTIKHADAK FALIYA ROAD AT KM.
2/200 TO 2/400 DIST. NAVSARI IN THE STATE OF GUJARAT.
Bill of Quantity
Item of work Quantity Unit Amount
1 Diversion of watercourse / providing cofferdam and bund 16.00 Each 1,18,553.80
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 1.23 Km. 2,706.50
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 24.00 Rmt. 156.53
design including painting complete.
4 Providing masonry steps with cement pointing on 114.00 No. 229.91
approaches as directed .
5 Filling available excavated earth/wethered rock in 986.08 Cu.m. 133.65
trenches,sides of foundations etc. in layers not
exceeding 20 cm in depth consolidating each disposited
layer by ramming and watering.
6 Excavation for foundation in sand , gravel , clay soft
soils & murrum etc. including sorting and strutting and
dewatering as necessary and disposing of excavated
stuff as directed
(A) Depth up to 3 m 2179.16 Cu.m. 513.62
7 Excavation in hard rock by dry-wet blasting and 2007.15 Cu.m. 1,681.07
chiselling including dewatering preparing foundation
base by proper benching and stepping and disposing of
the excavated stuff as directed.(B) prohibited Blasting
8 Providing & filling in foundation as base course with 1155.47 Cu.m. 3,674.38
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 871.20 Cu.m. 4,792.45
M- 30 for R.C.C. Raft and cut-off walls including
necessary shuttering laying, vibrating, ramming and
curing complete.
10 Providing and fixing in position of steel grade FE-550D 100.20 MT. 81,325.81
(TMT) for R.C.C. Raft Including cutting hooking, tying,
welding etc., complete as per detailed drawing and
11 Providing and casting in situ controlled cement with of M-
30 for R.C.C. work in piers and abutment as per
drawing including centering shuttering scaffolding where
necessary laying vibrating curing and finishing complete.
(A) Height from 0.0 M to 5.0 M 548.61 Cu.m. 5,397.44
(B) Height from 5.0 M to 10.0 M 420.90 Cu.m. 5,718.62
12 Providing and Fixing in position Tar paper as bearing as 243.30 Sqm. 656.50
per detailed drawings.
13 Providing and casting in situ controlled cement concrete 259.67 Cu.m. 5,716.60
of M 30 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 fixing in position TMT (FE-550D) bar 226.20 M.T. 81,325.81
reinforcement including cutting ,bending, hooking, tying,
welding etc., complete as per detailed drawing and
specification. For pier, Pier cap, Abutments, Aburment
cap and dirt wall
15 Providing and casting in situ controlled cement concrete 1846.80 Cu.m. 5,532.49
M-30 for R.C.C. solid slab including centering,
scaffolding, curing and finishing complete.
16 Providing and fixing in position steel bar reinforcement 212.38 MT 80,710.13
for Super Structure of steel grade FE-550D (TMT)
including cutting ,bending, hooking, tying, welding etc.,
complete as per detailed drawing and specification.
17 Providing and casting in situ controlled cement concrete 187.20 Cu.m. 5,631.76
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.
18 Provision of an Reinforced cement concrete crash barrier 499.20 Rmt 8,733.47
at the edges of the road, approaches to bridge structures
and medians, constructed with M-40 grade concrete with
reinforcement conforming to IRC:21 and dowel bars
mm dia, 450 mm long at expansion joints filled with pre-
moulded asphalt filler board, keyed to the structure on
which it is built and installed as per design given in the
enclosure to MOST circular No. RW/NH - 33022/1/94-DO
III dated 24 June 1994 as per dimensions in the
approved drawing and at locations directed by the
Engineer, all as specified as per drawing attached.
19 Providing G.I. 100 mm. diameter water spouts including 96.00 Each 536.03
necessary iron gratings as per drawings.
20 Providing and fixing marble slab including engraving and 2.00 Each. 1,012.65
painting complete.
21 Providing and casting in situ controlled cement concrete 31.00 Cu.m. 5,331.79
of M 30 for approach slab including form work curing
and finishing complete.
22 Providing and fixing in position FE 550D TMT bar 21.82 MT. 80,710.13
reinforement including cutting, bending and tying
complete as per detailed drawings. (A) R.C.C. Kerb. (B)
R.C.C. Footpath.(C) R.C.C. Approch slab.(D) Wearing
23 Providing Pre-moulded asphalt filler joints as per 171.36 Sqm 703.53
drawings.(A) 12mm
24 Providing & laying weep hole in Abutments, and returns 312.00 Each 87.07
by using A.C. pipe of 100mm including laying in proper
grade and jointing the completed as per detailed
25 Providing and laying - Filter Media 600mm thick directed 331.20 Sqm 1,279.96
at the back of abutments, returns and wing walls as per
detailed specifications.
26 Providing and laying of Extruded Bioaxial Polypropylene 1134.00 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 96.00 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 96.00 Each 399.70
pier caps or abutments caps for anchorage in free end
as per detailed drawing including cutting, bending and
welding complete.
29 Providing and fixing mild steel dowel bars of minimum 1577.00 Rmt 450.07
32mm dia. for anchoring by drilling holes in foundation
strata including necessary bending, hooking of dowel
bars and grouting the holes complete as per detailed
drawing and as directed.
30 Clearing and grubbing road land including uprooting rank 0.10 Hectare 28,455.09
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.
31 Earth work for embankment having CBR not less than 548.00 Cu.m. 173.67
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.
32 Back filling between returnwall shall be selected soil 6718.70 Cu.m. 552.22
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.
33 Construction of 150 mm thick compacted coarsed 274.90 Cu.m 1,102.34
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
34 Providing and laying 250 mm thick Wet mix macadam 458.10 Cu.m 878.70
(W.M.M.) using machine crushed black trap aggregate of
40 to 50 mm size in the material as per MORT & H
specification including premixing 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 desired density.
35 Providing & Laying bituminious grout 37.5 mm.thick 151.20 M.T. 2,063.43
compacted with bitumen of grade VG 30 at rate 1.99%
by weight of mix for mixing & 2.5Kgs/10Smt bitumen
grade VG 30 for tack coat and using B.T. Chips of
required gradation including cleaning and heating
asphalt premix materials by hot mix process in proper
gradation and laying with paver finisher and
consolidation work as per MORT & H specification
including cost of labour , materials & plants, fuel , oil etc
36 Providing and laying 50 mm thick compacted B.M.with 201.60 M.T. 2,694.68
B.T. aggregate as per MORT&H specification and
Emulsion grade RS1 for tack coat at 2.5 Kg./10Sq.mt.
with mechanical sprayer and bitumen grade VG-30 for
mixing at the rate 34.0Kg/M.T. i.e. 3.4 % of total mix
including heating the aggregate and asphalt by Batch
mix plant and spreading the same by censor paver
finisher and consolidation with vibratory roller including
providing all materials, equipments, tools and plants, oil,
kerosene, fire wood, labour charges etc. complete.
37 Close Graded Premix Surfacing/Mixed Seal Surfacing 86.50 M.T. 3,340.07
(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
38 Providing and applying priming coat with emulsion SS1 1832.40 Sq.m 60.50
grade at the rate of 7.50 kg/ 10 Sq.mt. including cost of
asphalt and preparing the surface heating and applying
39 Road marking with hot applied thermo plastic paints with 109.00 Sq.m 367.73
reflectorising glass beads on bitumin surface providing
and laying a hot applied thermoplastic compound
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
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
40 Cautionary Warning Sign :-Providing and fixing sing 2.00 Each 3,808.66
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)...
41 Hazard Marker Sign :-Providing and fixing sing boards 2.00 Each 2,423.74
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 45x45x 60cms. for
each leg. including excavation curing etc. complete
under the supervision of engineer in charge.(A) Engineer
42 Regulatory/Mandatory signs :Providing and fixing sing 2.00 No. 3,439.81
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 x 45 x 60cms. for each leg. including excavation
curing etc. complete under the supervision of engineer in
charge.(A) Engineer Grade(VR)...
43 Chevron sign :-Providing and fixing sign boards made 4.00 Each 3,711.75
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
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
44 Providing and fixing guard stone as per I.R.C. type 49.00 Each 350.81
design including white washing etc. complete fixing in
45 Type - A, "W" : Metal Beam Crash Barrier (Providing and 270.00 Rmt 3,496.62
erecting a "W" metal beam crash barrier comprising of
mm thick corrugated sheet metal beam rail, 70 cm
above road/ground level, fixed on ISMC series channel
vertical post, 150 x 75 x 5 mm spaced 2 m centre to
centre, 1.8 m high, 1.1 m below ground/road 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
spacer of channel section 150 x 75 x 5 mm, 330 mm
long complete as per clause 811)
46 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 141.00 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, 130 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 Engineer-in-charge.
47 Citizens information Board:Providing and fixing of typical 1.00 Each 23,754.19
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 drawing
48 Supply & fixing logo board of diamond size (600 x 600 1.00 Each 4,564.19
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
49 Supplying and laying of High Strength Flexible Geogrids 1662.00 Sqm 282.80
paralink TGU- 250 as basal reinforcement, made of
polyester core with polyethylene coating with minimum
Long term Strength for 120 years design life at
degree Celcius,at easily accessible location including
top and bottom, with all leads and lifts, manpower and
machinery, materials, labour etc. complete and as
directed by Engineer - In - Charge.
50 Supplying and laying of High Strength Flexible Geogrids 9642.00 Sq.m 232.30
paralink TGU- 200 as basal reinforcement, made of
polyester core with polyethylene coating with minimum
Long term Strength for 120 years design life at
degree Celcius,at easily accessible location including
top and bottom, with all leads and lifts, manpower and
machinery, materials, labour etc. complete and as
directed by Engineer - In - Charge.
51 Supplying and laying of High Strength Flexible Geogrids 943.00 Sq.m 196.95
paralink TGU- 150 as basal reinforcement, made of
polyester core with polyethylene coating with minimum
Long term Strength for 120 years design life at
degree Celcius,at easily accessible location including
top and bottom, with all leads and lifts, manpower and
machinery, materials, labour etc. complete and as
directed by Engineer - In - Charge.
52 Supplying and laying of High Strength Flexible Geogrids 7077.00 Sq.m 176.75
paralink TGU- 100 as basal reinforcement, made of
polyester core with polyethylene coating with minimum
Long term Strength for 120 years design life at
degree Celcius,at easily accessible location including
top and bottom, with all leads and lifts, manpower and
machinery, materials, labour etc. complete and as
directed by Engineer - In - Charge.
53 Supplying and laying of mechanically bonded 1766.00 Sq.m 82.82
polypropylene non woven geotextile (250gsm) as filter
media behind gabion units, Beneath the mattress and
application as per MoRTH 700 Type-I geotextile. The
width of geotextile roll shall not be less than 4.5 m, at
easily accessible location including top and bottom,
with all leads and lifts, manpower and machinery,
materials, labour etc. complete and as directed by
Engineer - In - Charge.
54 Supplying & Laying of Mechanically Woven, Double 430.00 Nos. 4,295.53
twisted hexagonal shaped Galmac(Zinc+10%
Aluminum)+PVC Coated Gabion Units, Mesh Type 10x12,
Mesh wire dia 2.7/3.7 mm and Selvedge wire Dia.
3.4mm /4.4mm of dimension including transportation &
placing at indicated places as direction of Engineer
incharge including tools ,plants ,labour,material ,royalty
charges etc. in all respect with safety precautions & all
lead & lift. A) 3 x 1 x 0.8 m
55 Supplying & Laying of Mechanically Woven, Double 496.00 Nos. 3,515.81
twisted hexagonal shaped Galmac(Zinc+10%
Aluminum)+PVC Coated Gabion Units, Mesh Type 10x12,
Mesh wire dia 2.7/3.7 mm and Selvedge wire Dia.
3.4mm /4.4mm of dimension including transportation &
placing at indicated places as direction of Engineer
incharge including tools ,plants ,labour,material ,royalty
charges etc. in all respect with safety precautions & all
lead & lift. B) 3 x 1 x 0.5 m
56 Supply & Laying of Mechanically Woven, Double twisted 1048.00 Sq.m 858.50
hexagonal shaped Galmac(Zinc+10% Aluminum)+PVC
Coated Reno Mattress of, Mesh Type 10x12, Mesh wire
dia 2.7/3.7 mm and Selvedge wire Dia. 3.4mm /4.4mm
of height 0.5m.
57 Supplying of U-pins of 400 mm length, 8mm ɸ@ 2 m c/c 262.00 Nos. 212.10
Spacing with all leads and lifts, manpower and
machinery, materials, labour etc. complete and as
directed by Engineer - In - Charge.
58 Quantity of Stones for filling mattress & terramesh unit 2300.00 Cu.m 841.64
with all leads and lifts, manpower and machinery,
materials, labour etc. complete and as directed by
Engineer - In - Charge.
In Words : Ten Crore Thirty Nine Lakh Sixty Six Thousand One Hundred Fifteen Rupees and Twenty Four
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
Deputy Executive Engineer Divisional Accounts Officer Executive Engineer
Panchayat (R&B) Sub Division Panchayat (R&B) Division Panchayat (R&B) Division
Chikhli Navsari Navsari
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BR-54 APPROACH PORTION-GAD ( 14501x594) 01.pdf
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PRE-QUALIFICATION.pdf
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Spe. Conditions -.pdf
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