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Tender Value
₹2.9 Cr
EMD Value
₹3.0 L
Closing Date
15 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panchayat R & B Division, Vadodara
Construction of Various road of Ta. Savli, Dist.Vadodara under MMGSY(N) Package No.59 / 2025-26 (1.Muval to Bhatpura Road (0/0 to 0/78) 2. Motapura to Manjusar GIDC Road (0/0 to 0/90)
300798
35 of 2025-2026
Open
Civil - All
Vadodara
5 documents required · 5 mandatory
₹3,600
Executive Engineer, Panchayat (R&B) Division, Vadodara
₹3.0 L
2 May 2026
2 May 2026
2 May 2026
15 May 2026
2 May 2026
Name Of Work :- Construction of Various road of Ta. Savli, Dist.Vadodara under MMGSY(N) Package No.59 / 2025-26
(1.Muval to Bhatpura Road (0/0 to 0/78) 2. Motapura to Manjusar GIDC Road (0/0 to 0/90)
1 Construction of Muval to Bhatpura (Missing Link) Road (VRNP) Km. 0/000 to 0/780 Ta.:- Savli Dist.:-Vadodara
2 Construction of Motapura to Manjusar GIDC Road (VRNP) Km. 0/000 to 0/900 Ta.:- Savli Dist.:-Vadodara
Bill of Quantities
Item of work Quantities Rate in Amount
Estimated Unit Figures in
1 Clearing and grubbing of road length including up rooting wild vegetation, grass, 1.85 Hectar 28455.09
bush shurbs, saplings and trees of girth up to 300 mm removal of stumps, of such e
trees cut earlier and disposal of unserviceable material and stacking of serviceable
material (area of light density) by mechanical means in area of light jungle
2 Providing, laying and Spreading Granular sub-base (Grade-I) by providing close 1787.00 Cum 1115.85
graded MCBT. material in single layer with motor graderon prepared surface,
mixing by mix in place method with rotovator at OMC and compacted
withvibratory roller 80 to 110 KN static weight to achieve desire density etc
3 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 729.00 Cum 1662.11
22.4 mm in required layers including using 24% stone screening 11.2 mm size
and 8% stone dust as filler including spreading watering & consolidation by
vibratory roller etc. as per MoRTH Specification compelete as directed by
Engineer - in - Charge.
4 Providing and laying Compacted of Specified quarry Spall in side shoulder 248.00 Cum 891.53
including carraige of material and spreading on prepared base including
compacting as per MOST Specification etc... complete.
5 Earthwork in cutting in all sorts of soil and soft murrum including conveying and 852.00 Cum 130.94
putting the stuff in spoil bank maintaining minimum distance of five meter
between top edge and cutting and toe of spoil bank.
6 Stabilisation for Improving Subgrade: Laying and spreading available soil in the 1787.00 Cum 565.69
subgrade on aprepared surface, pulverising, mixing the spread soil in place with
soil stabilizer with 3% percent cement& 15% stone dust manually spread, grading
withmotor grader and compacting with the road roller at OMC yo the desired
density to form a layer of improved sub grade.
7 Earthwork for embankment including breaking clods, dressing with all lead and 9392.00 Cum 168.66
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.(E) From Borrow area within all
8 Rolling & watering of earthwork in layers with power roller including filling in 427.00 Cum 22.73
depressions which occur during the process.
9 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix 1876.00 Cum 4852.04
C.C Road laid as directed including temping, vibrating, finishing, curing and
filling in joints with bitumen etc as per Engineer Incharge.
10 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 2.00 Nos. 704.34
necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including
painting,lettering etc. complete (For O.D.R road V.R.)
11 Providing and fixing hectometer as per I.R.C. type design including painting, 8.00 Nos. 356.50
lettering etc. complete. (I)Fixing in C.C. 1:5:10
12 Providing and fixing guard stone as per I.R.C., type design including white 50.00 Nos. 350.81
washing etc. complete. (I)Fixing in 1:5:
01.Sch B Pkg 59 Savali Page
Item of work Quantities Rate in Amount
Estimated Unit Figures in
13 Citizen' s information Board- Providing and fixing of typical information board 2.00 Nos. 22997.70
as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x 750mm size
fixed at top & bottom duly welded with MS angles of 25 x 25 x 5 mm thick M.S
plate shall be welded by two vertical M.S flats & four horizontal 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 grade blocks of 600mm x 600mm x 750 mm, 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 detailed drawing
14 Supply & fixing logo board of MMGSY diamond size (600 X 600mm) 16 gauge 2.00 Nos. 4139.99
& board plate size (900x 250mm) 16 gauge thick M. S plate and 2.40 meter deep
length single angle 75x 75x 6 mm size including fitting and painting lettering with
luminous colour as per drawing etc
15 Road marking with hot applied thermoplastic paints with reflectorising glass 350.00 Sq.mt 367.73
beads on bitumin surface providing and laying a hot applied thermoplastic
compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm
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 patta lane/center line/ edge line/cut patta. The white
colour marking should provide liminance coefficinet on cement road shalll be min
130 mcd/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 resistance as
mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity
should be two years.
16 STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium 4.00 Nos. 4676.06
sheet; size 90 x 90cms. rectangle as per the design of IRC-67-1977 pre treated
with phospheting process & acid teching; 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 tec. complete under the supervision of
engineer in charge.(A) Engineer Grade(VR)...
17 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm 6.00 Nos. 3439.81
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)...
01.Sch B Pkg 59 Savali Page
Item of work Quantities Rate in Amount
Estimated Unit Figures in
18 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 18.00 Nos. 3711.75
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
19 Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 4.00 Nos. 5045.37
2mm aluminium sheet; size 90 x 60cms. rectangle as as per the 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
refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals
should be as per IRC-30-1968, 3.1m long (2 nos) stand post 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 60cms. for each leg. including
excavation curing etc. complete under the supervision of engineer in charge.(A)
Engineer Grade(VR)...
20 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 2.00 Nos. 2423.74
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 Grade(VR)...
21 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 8.00 Nos. 3808.66
aluminium sheet; size 90 x 90 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
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)
01.Sch B Pkg 59 Savali Page
Item of work Quantities Rate in Amount
Estimated Unit Figures in
22 Direction sign (Junction board):-Providing and fixing sing boards made out of 4.00 Nos. 14831.71
2mm aluminium sheet; size 244 x 122cms. rectangle as as per the 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 refiective sheeting as per latest M.O.S.T. Specifications; Letters and
numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame
fabricated from suitable size iron angle of 50 x 50 x 5mm 75x75x6mm as
required; 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 60cms. for each leg. including excavation curing etc. complete
under the supervision of engineer in charge.(A) Engineer Grade(VR)...
23 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 55.00 Nos. 217.41
polycarbonate 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 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 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.
24 Type - A :- Providing and erecting a "W" metal beam crash barrier comprising of 190.00 Rmt 3354.21
3 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 mt. 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
25 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 293.80 Cum 247.85
useful materials and disposing of the excavated stuff upto 50 meter lead.(B)
Dense or Hard soil.
26 Excavation for foundation in hard murrum and boulders and very stiff or sticky, 289.00 Cum 596.77
clays and other similar strata including shoring and strutting and dewatering as
necessary and disposing of the excavated stuff as directed .
27 Providing and filling in foundation with ordinary Cement concrete M-100 mix 760.40 Cum 3306.85
and providing necessary vertical pin headers including formwork, vibrating,
ramming and curing complete.
28 Providing and casting in situ ordinary cement concrete M-150 mix and 667.00 Cum 3885.47
providing necessary pin headers including shuttering, scaffolding, laying,
vibrating, curing and finishing complete without V-Groves. (A) Height from
29 Providing and filling in foundation with ordinary Cement concrete mix 73.00 Cum 3677.41
and providing necessary vertical pin headers including formwork, vibrating,
ramming and curing complete.
30 Providing and casting in situ Ordinary cement concrete M-150 for R.C.C. Raft 27.00 Cum 3637.11
and cut-off walls including necessary shuttering laying, vibrating, ramming and
curing complete.
01.Sch B Pkg 59 Savali Page
Item of work Quantities Rate in Amount
Estimated Unit Figures in
31 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 22.50 Meter 6621.26
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 NP4 of following internal
diameter.(vi) 1200mm dia.
32 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 75.00 Meter 2706.60
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 NP4 of following internal
diameter.(iii) 600mm dia.
33 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 53207.00 Kgs. 77.29
binding and placing in position complete upto floor two level
34 Providing and laying in position FE 500D TMT bar reinforcement including 12.29 M.T 73858.70
cutting, bending, hooking and tying complete as per detailed drawings for the
following.(A) Piers (B) Abutments (C) R.C.C. Returns
35 Providing and casting in situ Controlled cement concrete M-200 for R.C.C. Raft 35.70 Cum 4443.14
and cut-off walls including necessary shuttering laying, vibrating, ramming and
curing complete.
36 Providing and casting in situ Controlled cement concrete M-250 for R.C.C. Raft 32.00 Cum 4549.04
and cut-off walls including necessary shuttering laying, vibrating, ramming and
curing complete.
37 Providing and casting in situ Controlled cement concrete M-250 mix and 66.00 Cum 4361.18
providing necessary pin headers including shuttering, scaffolding, laying
vibrating, curing and finishing etc., complete without grooves(Height from 0.0 to
38 Providing and casting in situ controlled cement concrete M-250 for R.C.C. 16.00 Cum 5626.71
solid slab including centering, scaffolding, curing and finishing complete.
39 Providing and Casting in situ controlled cement concrete M-250 for average 75 14.00 Cum 5230.79
mm thick Wearing Coat laid as directed including tempering, Vibrating,
finishing,curing and filling in joints with bituminious complete .
40 Providing and filling sand behind abutment & between returns in layers as 667.00 Cum 456.56
41 Filling around the pipes with murrum including dressing, tampering etc. 42.00 Cum 86.43
42 White washing with lime on wall surface (two coats) to give an even shade 81.00 Sq.mt 12.40
including thoroughly booming the surface to remove all dirt, dust; mortar drops
43 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 412.00 No. 84.63
of 100mm including laying in proper grede and jointing the completed as per
detailed specification.
44 Providing and laying filter Media 600mm thick directed at the back of abutments, 412.00 Sq.mt 1209.85
returns and wing walls as per detailed specifications.
45 Providing PVC 100mm diameter water spouts including necessary iron 8.00 No. 159.37
gratings as per drawings.
46 Providing 12 mm thick pre moulded asphalt filler joints as per drawings. 15.00 Sq.mt 703.53
47 Providing rubble block pitching of 22.5 cm thick including preparing the surface 252.40 Sq.mt 773.66
including providing panel wall of CC (1:3:6) 3.0 m c/c internal horizontaly and
vertically size 0.35 X 0.35 mt. incl. pointing on top in C.M. 1:3 etc. comp.
01.Sch B Pkg 59 Savali Page
Item of work Quantities Rate in Amount
Estimated Unit Figures in
48 Provision of an Reinforced cement concrete crash barrier at the edges of the road, 16.00 Rmt 1380.67
approaches to bridge structures and medians, constructed with M-25 grade
concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 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 dated24 June
as per dimensions in the approved drawing and atlocations directed by the
Engineer, all as specified (i) M 25 Grade Concrete
49 Dismentaling the existing structure including removing and stacking the 207.00 Cum 908.21
dismentelled materials as and where directed. (A) R.C.C. work
Credit For Diversion
Rupees Two Crore Ninety Four Lakh(s) Seventy Eight Thousand Two Hundred One And Paise Sixteen
I / We am / are willing to carryout the work at above/Below percent Percent above/Below)
(Should be written in figure and words) of the estimated rates mentioned above. Amount of my / our tender worked out as
(Please strike out which ever is not applicable.)
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 Credit of Dismentalled /Reuse materils amounting of Rs. 0.00 Must be fully recovered from respective 1st R.A. Bill Of Contractor's.
Quantities rate and wordings of items are as per estimate and calculation in the Sch. - B are airthmatically checked.
Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found
Sr.Divisional Account Officer Dy.Executive Engineer
Panchayat (R & B) Division Panchyat (R & B) Sub Division
Signaturre of contractor Executive Engineer
with seal Panchayat (R & B) Division
01.Sch B Pkg 59 Savali Page
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