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Tender Value
₹4.2 Cr
EMD Value
₹4.2 L
Closing Date
15 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, District R and B Division, Vadodara
Package: (1) S.R. to Construction of Box Culvert on Karjan - Amod Road Km. 16/000 to 28/800 (at Chainage 25/300 to 25/400, 25/600 to 25/700, 26/300 to 26/400, 19/800 to 19/900) (2) S.R. to Construction of Box Culvert on Karjan - Umaj Road Km. 0/0 to 16/200 (at Chainage 9/400 to 9/500, 3/600 to 3/800, 3/800 to 4/000) Ta.Karjan, Dist.Vadodara (3) S.R. to Construction of Box Culvert on Vadodara - Ajwa Road Km. 1/0 to 16/400 (at Chainage 5/800 to 6/000) Ta. Vadodara, Dist. Vadodara
301329
01 of 2026-2027
Open
Civil - All
Vadodara
7 documents required · 6 mandatory · 1 optional
₹6,000
Executive Engineer, District (R&B) Division, Vadodara
₹4.2 L
4 May 2026
4 May 2026
4 May 2026
15 May 2026
4 May 2026
Name of Work :- Package: (1) S.R. to Construction of Box Culvert on Karjan - Amod Road Km. 16/000 to 28/800 (at
Chainage 25/300 to 25/400, 25/600 to 25/700, 26/300 to 26/400, 19/800 to 19/900) (2) S.R. to Construction of Box Culvert on
Karjan - Umaj Road Km. 0/0 to 16/200 (at Chainage 9/400 to 9/500, 3/600 to 3/800, 3/800 to 4/000) Ta.Karjan, Dist.Vadodara
(3) S.R. to Construction of Box Culvert on Vadodara - Ajwa Road Km. 1/0 to 16/400 (at Chainage 5/800 to 6/000) Ta.
Vadodara, Dist. Vadodara
BILL OF QUANTITIES
It. No. Description of Item Quantity Unit Rate in Total
1 Excavation for foundation in hard murrum and boulders and very 1037.00 Cum. 596.77
stiff or sticky, clays and other similar strata including shoring and
strutting and dewatering as necessary and disposing of the
excavated stuff as directed.
2 Providing and laying rubble for appron (each stone weighting not 72.00 Cum. 1067.08
less than 40Kg.) including and packing and filing in the
interestices with quarry-spalls.
3 Providing and filling in foundation with ordinary Cement concrete 288.00 Cum. 3677.41
M‐150 mix and providing necessary vertical pin headers including
formwork, vibrating, ramming and curing complete.
4 Providing and Laying 20mm thick Cement Mortar in 1:4 (1 8.00 Cum. 3355.30
Cement : 4-Fine Sand) Propotion in Floor, Joint and other Plain
Surfaces Including all Material and Labour as per directed by
Engineer incharge or as per specification.
5 Providing and casting in situ Ordinary cement concrete M-200 for 196.00 Cum. 4007.68
R.C.C. Raft and cut-off walls including necessary shuttering
laying, vibrating, ramming and curing complete.
6 Providing & Laying Precast Box Culvert units of (2000 X 1500 X 72.00 Rmt. 56311.00
2000) sizes as listed below. The product should be confirming to
meeting BIS requirements. The product shall be made by using
advanced precast technology using high performance M50 grade
and Fe 550D grade TMT steel reinforcement bar. The product
shall have a load carrying capacity of 5 Tonnes Wheel load for
heavy vehicle movement at road crossing. The product shall have
flange plate at corner haunch and male - female groove in each
precast unit product for jointing two precast units.
7 Providing & Laying Precast L-Shape Retaining Wall (2000 X 1450 96.00 Rmt. 16623.00
X 2000) sizes as listed below. The product should be confirming
to meeting BIS requirements. The product shall be made by using
advanced precast technology using high performance M50 grade
and Fe 550D grade TMT steel reinforcement bar. The product
shall have flange coupling jointing arrangementsand special in-
built hanging brackets at appropriate locations for faster and safe
mechanical installation of the product.
8 Providing & Laying Precast L-Shape Retaining Wall (1200 X 970 120.00 Rmt. 8648.00
X 2000) sizes as listed below. The product should be confirming
to meeting BIS requirements. The product shall be made by using
advanced precast technology using high performance M50 grade
and Fe 550D grade TMT steel reinforcement bar. The product
shall have flange coupling jointing arrangementsand special in-
built hanging brackets at appropriate locations for faster and safe
mechanical installation of the product.
9 Providing and placing in position FE 500D bar reinforcement for 3.08 M.T. 73858.70
following items including cutting bending hooking and tying
complete as per detailed drawing.For well :- curb, staining, cap
10 Providing and laying - Fitter Media 600mm thick directed at the 923.00 Sqm. 1209.85
back of abutments, returns and wing walls as per detailed
specifications.
11 Providing and filling sand behind abutments and between returns 574.00 Cum. 456.56
in layers as directed.
It. No. Description of Item Quantity Unit Rate in Total
12 Finishing wall with weather proof exterior emulsion paint on wall 383.00 Sqm. 117.41
surface (two coats) to give an required shape even shade after
thoroughly brushing the surface to remove all dirt, and remains of
loose powdered materials.etc complete (Black & White
Alternative Patta as per Engineer in Charge.)
13 Dismentaling the existing structure including removing and 135.00 Cum. 908.21
stacking the dismentelled materials as and where directed. (A)
14 Providing Diversion of Road 7.00mt Width (Having 12.00 mt 380.00 Rmt. 9611.45
Formation Width) For the Structure by providing & Spreading
Earth work, 400 mm GSB, with Side Shoulder and Loose Pipe
with necessary road furniture. The Length of Road is depend on
Site condition etc as directed by Engineer in Charge.
15 Providing and Casting in situ controlled Cement Concrete M-200 71.00 Cum. 4443.14
for R.C.C. Raft and cutt-off walls including necessary shuttering
laying, vibrating, ramming and curing complete.
16 Providing and casting in situ Controlled cement concrete M-250 88.00 Cum. 4549.04
for R.C.C. Raft and cut-off walls including necessary shuttering
laying, vibrating, ramming and curing complete.
17 Providing and casting in situ Controlled cement concrete M-250 161.00 Cum. 4361.18
mix and providing necessary pin headers including shuttering,
scaffolding, laying vibrating, curing and finishing etc., complete
without grooves(Height from 0.0 to 5.0 mt.}
18 Providing and casting in situ Ordinary cement concrete M-200 mix 1315.00 Cum. 4255.13
and providing necessary pin headers including shuttering,
scaffolding, laying vibrating, curing and finishing etc., complete
without grooves(Height from 0.0 to 5.0 mt.}
19 Providing and casting in situ controlled cement concrete M- 64.00 Cum. 5297.45
250 for R.C.C. solid slab including centering, scaffolding, curing
and finishing complete.
20 Providing and Casting in situ controlled cement concrete M-400 41.00 Cum. 5547.93
for average 100 mm thick Wearing Coat laid as directed including
tempering, Vibrating, finishing,curing and filling in joints with
bituminious complete.
21 Providing and laying in position FE 550D TMT bar reinforcement 31.69 M.T. 84021.90
with fusion bonded Epoxy coating not less than 175 micron
thickness and up to 300 micron to reinforcement bars as per IS-
13620-1993/ASTM-775 M including testing of coating at plant and
all taxes, cutting, bending, hooking and tying complete as per
detailed drawings for the following.(A) Piers (B) Abutments (C)
22 Providing & laying weep hole in Aburtments, and returns by using 617.00 No. 84.63
A.C. pipe of 100mm including laying in proper grede and jointing
the completed as per detailed specification.
23 Providing Pre-moulded asphalt filler joints as per drawings.(A) 32.00 Sqm. 703.53
24 (Provision of an Reinforced cement concrete crash barrier at the 57.00 Rmt. 1534.19
edges of the road, approaches to bridge structures and medians,
constructed with M-40 grade concrete with HYSD reinforcement
conforming to IRC:21 and dowel bars 25mm 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)
25 Dismentaling the existing structure including removing and 116.00 Cum. 399.49
stacking the dismentelled materials as and where directed. (B)
Rubble masonary
26 Clearing and grubbing road land including uprooting rank 0.37 Ha. 28455.09
vegetation grass bushes, shrubs, sapling and trees girth up to
300 mm removal of stumps of trees cut earlier and disposal of
unserviceable materials (C) By mechanical means in area of light
It. No. Description of Item Quantity Unit Rate in Total
27 Earthwork for embankment including breaking clods, dressing 637.00 Cum. 162.58
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 depression which occur during the
process using power roller 8T to 10T.(C) From Borrow area within
28 Earthwork in cuting in all sorts of soil and soft murrum including 1066.00 Cum. 130.94
conveying and spreading the stuff, embankment as and where
directed within 200meters from the end of the cutting with all
required lead and lift.
29 Box cutting the road surface to proper slope and camber for 2115.00 Cum. 106.81
making a base for road work including removing the excavated
stuff and depositing on the road side slope as directed upto
50Mt.lead.(Including existing B.T.Surface, Wetmix and Gsb
30 Providing and laying 80 mm Compacted of Specified quarry Spall 178.00 Cum. 1249.17
in side shoulder including carraige of material and spreading on
prepared base including compacting as per MOST Specification
etc... complete.
31 Construction of 200 mm Thick Compacted Granular Sub Base ( 1643.74 Cum. 1716.67
Grade -v,Crushed B T Material of 53 mm to 26.500 @ 35 %.
26.50 mm to 4.75 mm @ 50 % and Below 2.36 mm @15%) by
Providing Close Graded Material . Mixing in Mechanical Mix Plant
at OMC Carrige of Material to work site Spreading Uniform Layers
with Mortar Grader On Prepared Surface and compacting with
Vibratory Power Roller to achive desire density Complete as per
32 Providing ans laying wet mix macadam (WMM) in Two layer of 1957.55 Cum. 1822.46
Each 125 mm using machine crushed black trap aggregate of
to 50 mm size in the material with water OMC in mechanically mix
(pug mill) carriage of mix material by contractor's own tipper to
site of work including laying, spreading and compacting in sub
base, base course on well prepared under base of compacting as
per MOST specification to achieve the desired density
(Mechanically laid).
33 Providing and Spraying of Priming Coat using slow setting 7554.00 Sqm. 64.21
asphalt emulsion(SS-1) on Water Bound macadam / Wet mix
Macadam at the rate of 7.50kg Per 10 sqm. Complete including
cleaning the surface with all cost of labour & Material.
34 Providing & Laying 50 mm Compacted thick Bituminous 485.00 M.T. 3277.05
Macadam with B.T. Aggregate as per MORT & H specification &
Using Bitumen emulsion RS-1 as Per IS 8887 : tack coat @
Kg/10 Sqmt on BT Surface with mechanical sprayer and Bulk
asphalt Grade VG-30 for mixing @ 34 Kg. / M.T. i.e. 3.4% of total
weight of mix including heating & mixing the aggregate & asphalt
in continuous drum mix plant and hot laid process spreading the
same by paver finisher & consolidation with vibratory roller as per
MORTH specification to achieve desire density, including
providing all materials equipments, tools & plants, fire wood, oil,
kerosene, labour charges etc. complete using contractor's own
machinery drum mix plant & paver finisher etc. complete.
35 Providing and laying 50 mm Dense Bituminous macadam (DBM) 875.00 M.T. 3772.44
in Single Layers with B.T. aggregate as per M.O.R.T. & H.
specification with Tack Coat RS1 2.5 kg/10 sqm and Bulk asphalt
VG-40 for mixing @ 45.00 KG. / M.T. i.e. 4.5 % of total weight of
mix of asphalt weight including heating and mixing the aggregate
and asphalt in continuous of Drum mix plant and hot laid process
spreading the same by paver finisher and consolidation with roller
as per M.O.R.T. & H specification to achieve desired density,
including providing all materials equipments, tools and plants, fire
wood, oil, kerosene, labour charges etc. complete using
contractor's own machinery Drum mix plant and paver finisher
It. No. Description of Item Quantity Unit Rate in Total
36 Providing and laying 30 mm thick Bituminous Concrete with B.T. 548.00 M.T. 4095.26
aggregate as per M.O.R.T. & H. and asphalt Grade: VG-40 for
mixing @ 54.00 KG. / M.T. i.e. 5.4% by weight of total mix
including heating and mixing the aggregate and asphalt by
continuous of Drum mix plant and hot laid process laying with
paver finisher and consolidation with Vibratory roller as per
M.O.R.T. & H specification to achieve desire density, including
cost all materials equipments, tools and plants, oil, kerosene,
firewood, labour charges etc. complete using contractor's own
machineries Drum mix plant and paver finisher etc. complete.
37 Road marking with hot applied thermoplastic paints 189.00 Sqm. 367.72
withreflectorising glass beads on bitumin surface providing and
laying ahot applied thermoplastic compound 2.5 mm thick
includingreflectorising glass beads @ 250gms per sqm area,
thickness of2.5mm is excluding of surface applied glass beds as
per IRC:35-2015.The finished surface to be level, uniform and
free from streaks andholes. zebra patta /bump patta lane/center
line/ edge line/cut patta.The white color marking should provide
liminance coefficinet oncemend road shalll be min
mcd/m2/lux and Asphalt road shall bemin 100 mcd/m2/lux during
the service life during the day time. Themarking should meet the
performance criteria for night timereflectivity, wet reflectivity and
skid resistance as mentioned in thesection-15 of IRC 35-2015.
Warranty for the Retro reflectivity shouldbe two years.
38 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 136.00 No. 326.23
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.
39 Hazard Marker Sign :-Providing and fixing sign boards madeout 20.00 No. 3666.30
of 2.0 mm aluminium sheet / 4 mm ACP (Aluminumcomposite
Panel); size 90x30 cms. rectangular as per designof IRC-67-
2012. Pre treated with phospheting process &acid etching;
coated with one coat of epoxy primer and twocoats of best quality
epoxy paint ;reflectorised with MicroPrismatic Grade retro
refiectivesheeting of Type-11 as perASTM D-4956 and latest
M.O.S.T.Specifications; 1.8mtrlong stand post of 75 x 75 x 6mm /
65NB Circular MS Pipeas required and frame fabricated from
suitable size ironangle of 35 x 35 x 3mm; painted with bestquality
epoxycoatings in black and white bends. The details of
symbolforeach board shall be as per theinstruction of engineer
incharge. The fixing at site shall be in 1:2:4 CC blockof size 45x
45 x 60 Cms. for each leg.including excavation,
curingetc.complete under the supervision of engineer in charge.A
warranty for 10 years for the Retro reflective sheetingfrom original
manufacturer & a certified copy of 3 yearoutdoor exposure test
report from third party test lab for the product offered shall be
submitted by contractor. (A)Class-C Type-11 Retro Reflective
It. No. Description of Item Quantity Unit Rate in Total
40 Regulatory / Mandatory Sign :-Providing and fixing signboards 10.00 No. 4618.73
made out of 2mm aluminium sheet / 4mm ACP(Aluminum
composite Panel); size 60 cms Dia Circle as perdesign of IRC-67-
2012. Pre treated with phosphetingprocess & acid etching;
coated with one coat of epoxyprimer and two coats of best quality
epoxy paint;reflectorised with Micro Prismatic Grade
retrorefiectivesheeting of Type-11 as per ASTM D-4956 andlatest
M.O.S.T.Specifications; 3.6mtr long stand post of 75 x75 x 6mm /
65NB Circular MS Pipe as required and framefabricated from
suitable size iron angle of 35 x 35 x 3mm;painted with bestquality
epoxy coatings in black and whitebends. The details of symbol
foreach board shall be as pertheinstruction of engineer in charge.
The fixing at site shallbe in 1:2:4 CC blockof size 45 x 45 x
Cms. for eachleg.including excavation, curing etc.complete under
thesupervision of engineer in charge. A warranty for 10 yearsfor
the Retro reflective sheeting from original manufacturer& a
certified copy of 3 year outdoor exposure test reportfrom third
party test lab for the product offered shall besubmitted by
contractor. (A) Class-C Type-11 RetroReflective sheeting
41 Metal Beam Crash Barrier:- Type - A, "W" : Metal Beam Crash 444.00 Rmt. 3354.21
Barrier (Providing and erecting a"W" metal beam crash barrier
comprising of 3 mm thick corrugated sheetmetal beam rail, 70 cm
above road/ground level, fixed on ISMC serieschannel vertical
post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 mhigh,
1.1 m below ground/road level, all steel parts and fitments to
begalvanised by hot dip process, all fittings to conform to IS:1367
andIS:1364, metal beam rail to be fixed on the vertical post with a
spacer ofchannel section 150 x 75 x 5 mm, 330 mm long
complete as per clause811)
42 Excavation for foundation upto 1.5 m depth including sorting out 795.00 Cum. 247.85
and stacking of useful materials and disposing off the excavated
stuff upto any lead. (B) Dense or Hard soil
43 Hazard Marker Sign :-Providing and fixing sign boards madeout 12.00 No. 3518.69
of 2.0 mm aluminium sheet / 4 mm ACP (Aluminumcomposite
Panel); size 90x30 cms. rectangular as per designof IRC-67-
2012. Pre treated with phospheting process &acid etching;
coated with one coat of epoxy primer and twocoats of best quality
epoxy paint ; reflectorised with HighIntensity Prismatic Grade
retro refiectivesheeting of Type-4as per ASTM D-4956 and latest
M.O.S.T.Specifications;1.8mtr long stand post of Iron Angle 75 x
75 x 6mm / 65NBCircular MS Pipe as required and frame
fabricated fromsuitable size iron angle of 35 x 35 x 3mm; painted
withbestquality epoxy coatings in black and white bends.
Thedetails of symbol for each board shall be as per theinstruction
of engineer in charge. The fixing at site shall bein 1:2:4 CC
blockof size 45 x 45 x 60 Cms. for each legincluding excavation,
curing etc.complete under thesupervision of engineer in charge.
A warranty for 7 yearsfor the Retro reflective sheeting from
original manufacturer& a certified copy of 3 year outdoor
exposure test reportfrom third party test lab for the product
offered shall besubmitted by contractor. (B) Class-B Type-4
RetroReflective sheeting
It. No. Description of Item Quantity Unit Rate in Total
44 Regulatory / Mandatory Sign :-Providing and fixing signboards 6.00 No. 3540.12
made out of 2mm aluminium sheet / 4mm ACP(Aluminum
composite Panel); size 60 cms. Dia Circle as perdesign of IRC-67-
2012. Pre treated with phosphetingprocess & acid etching;
coated with one coat of epoxyprimer and two coats of best quality
epoxy paint ;reflectorised with High Intensity Prismatic Grade
retrorefiectivesheeting of Type-4 as per ASTM D-4956 and
latestM.O.S.T.Specifications; 3.6mtr long stand post of Iron
Angle75 x 75 x 6mm / 65NB Circular MS Pipe as required
andframe fabricated from suitable size iron angle of 35 x
x3mm; painted with bestquality epoxy coatings in black andwhite
bends. The details of symbol for each board shall beas per the
instruction of engineer in charge. The fixing atsite shall be in 1:2:4
CC blockof size 45 x 45 x 60 Cms. foreach leg including
excavation, curing etc.complete underthe supervision of engineer
in charge. A warranty for 7years for the Retro reflective sheeting
from originalmanufacturer & a certified copy of 3 year outdoor
exposuretest report from third party test lab for the product
offeredshall be submitted by contractor. (B) Class-B Type-4
RetroReflective sheeting.
45 Providing and laying in position FE 500D TMT bar reinforcement 1.93 M.T. 73858.70
including cutting, bending, hooking and tying complete as per
detailed drawings for the following.(A) Piers (B) Abutments (C)
Rs. Four Crore, Nineteen Lakhs, Sixty Eight Thousand, Seven Hundred Ninety Six and Eighty
Seven Paisa Only
I/We am/are willing to carry out the work @ ______________ % ______________ percent
(should be written in figures and words) below / above, the estimated rates mentioned above, amount
of my/our tender works out as under :
Above all items of "Bill of Quantities" with Item Description, Unit, Qty, Rate & Amount have verified by me and
Deputy Executive Engineer Executive Engineer
District (R&B) Sub Dn. No.1 District (R & B) Division
Vadodara Vadodara
It. No. Description of Item Quantity Unit Rate in Total
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.
5 The contractor will have to submit the mix design for different grades of cement concrete and
asphalt at his own cost before execution as directed and to be approved from the engineer in charge.
6 Credit of dismntled material Rs.3765/- (Three Thousand Seven Hundred Sixty Five) and Diversion
Credit Rs. 25,56,646.20 (Twenty Five Lakhs, Fifty Six Thousand Six Hundred Fourty Six and
Twenty Paisa) shall be recovered from contractors R. A. Bill.
Deputy Executive Engineer Executive Engineer
District (R&B) Sub Dn. No.1 District (R & B) Division
Vadodara Vadodara
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2. NIT.pdf
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4. Spl. Condition.pdf
5. BOQ.pdf
6. Indx.pdf
7. Spcifications.pdf
8. Index - GRs - Govt.pdf
9. GRs - 2.pdf
10. Test SCh.pdf
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