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Tender Value
₹2.9 Cr
EMD Value
₹2.9 L
Closing Date
15 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, R & B Panchayat Division, Anand
Resurfacing of Various Road Under MMGSY (SCSP) in Borsad Taluka Dist. :- Anand Pkg. No. AND/MMGSY/SCSP/NP/RES/2025-26/02
300689
01/2026-27
Open
Civil Works - Roads
Anand
1 document required · 1 mandatory
₹3,600
Executive Engineer,R & B Panchayat Division,Anand
₹2.9 L
4 May 2026
4 May 2026
4 May 2026
15 May 2026
4 May 2026
Name of Work :- Resurfacing of Various Road Under MMGSY (SCSP) in Borsad Taluka Dist. :- Anand Pkg. No.
AND/MMGSY/SCSP/NP/RES/2025-26/02
Taluka :Borsad District : Anand
1 Resurfacing of Jantral Shivapura Road (VRNP) Km. 0/000 to 1/800 Ta.:- Borsad Dist.:- Anand
2 Resurfacing of Jantral Motipura Road (VRNP) Km. 0/000 to 1/670 Ta.:- Borsad Dist.:- Anand
3 Resurfacing of Virsad Finav Road (VRNP) Km. 0/000 to 2/770 Ta.:- Borsad Dist.:- Anand
4 Resurfacing of Vasana (Bo) to Bajipura Road (VRNP) Km. 0/000 to 0/900 Ta.:- Borsad Dist.:- Anand
Bill of Quantities
Item of work Quantities Rate in Amount
Estimated Unit Figures in
1 Clearing and grubbing road land including uprooting rank vegetation grass 2.16 Ha. 28455.10
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 jungle
2 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 2250.00 Sq.mt 41.60
including stacking useful materials on road side and disposing off remaining
3 Providing and laying 75 mm thick Compacted WBM (Using loose volume, 493.00 Cum 1903.45
MCBT metal size 45 to 63 mm size) (1.21 Cmt.B.T. Grit 11.2 mm size 0.12 cmt,
Stone dust 0.06 Cmt per Total 1 Cmt of Compacted volume) including spreading
in uniform thickness,hand packing, rolling with vibratory roller 80 -100 kN
static wt. to proper grade and camber, applying and brooming, stone screening/
binding materials to fill-up the interstices of course aggregate watering and
compacting etc. complete as per Specification.
4 Providing Hard side Shoulder of 100 mm thick for emabankment using quarry 858.00 Cum 1251.20
spall with all lead and lift and including watering and rolling and consolidation
of subgrade in layers including filling the depressions which occur during the
forpower roller 80including
embankment KN to 100KN Static
breaking Weight.
clods, dressing with all lead and 5038.00 Cum 132.38
lift (including watering and consolidation) (A) From Borrow pits within land
6 Providing and laying Builtup spray grout base 37.50 mm thick in Single layer 250.00 MT. 2597.53
using asphalt grade VG 30 for tackcoat on WBM surface @ 4.00 kg / 10 smt,
and using B.T. stone aggregates as per MORT & H gradation and specification
with the asphalt of VG-30 grade at the rate of 1.99% i.e.19.90 Kg./M.T.
including heating and mixing asphalt and aggregate by continuous drum mix
plant, transporting the mix, and spreading the same by paver finisher and
consolidation by vibrator roller of 80 to 100 KN Static WT including cost of all
materials, fuel, labours, tools and plant etc using contractor's own machinaries
7 Providing and laying Builtup spray grout base 37.50 mm thick in Single layer 1804.00 MT. 2516.85
using asphalt grade VG 30 for tackcoat on BT surface @ 2.50 kg / 10 smt, and
using B.T. stone aggregates as per MORT & H gradation and specification with
the asphalt of VG-30 grade at the rate of 1.99% i.e.19.90 Kg./M.T. including
heating and mixing asphalt and aggregate by continuous drum mix plant,
transporting the mix, and spreading the same by paver finisher and consolidation
by vibrator roller of 80 to 100 KN Static WT including cost of all materials, fuel,
labours, tools and plant etc using contractor's own machinaries etc. complete.
02. Sch B_MMGSY_Borsad_Pkg-2_SCSP Page
Item of work Quantities Rate in Amount
Estimated Unit Figures in
8 Providing and laying 37.50 mm. thick Bitumenous Macadam with using asphalt 2063.00 M.T 3117.21
grade VG 30 for tackcoat at the rate of 2.50 Kg./10 sqm. using crushed stone
aggregate as per MORT & H gradation and VG-30 grade Bitumen at the rate of
3.40% by weight of total mix (ie 34 kg. / MTon of mix ) for binding including
heating & mixing the asphalt and aggregates by contineous Drum mix plant and
transporting the mix and spreading the same by paver finisher and consolidation
with vibratory road roller of 80 to 100 KN Static WT including providing and
laying uniformly tack coat and using contractor's own machinaries including cost
of all materials, fuel, labours, tools and plant etc using contractor's own
machinaries etc. complete.
9 Providing and laying Mix Seal Surfacing 20.00 mm thick using stone chipping 1151.00 M.T 3717.14
as per MORT & H specification and asphalt grade VG-30 for mixing @
Kg/M.T. i.e. 5.09 % of total weight of mix including heating the asphalt and
aggregate mixing by continuous Drum mix plant transporting mixed material and
spreading the same by pavers finisher and consolidation by vibratory roller of
Kn to 100 Kn static weight and flushing sand or stone dust @ 0.03 cmt / 10 smt
including cost of labour, oil, lubricant etc using contractor's own Machineries
and plant firewood, oil, kerosene, labour charges etc. complete
10 Box cutting the road surface to proper slope and camber for making a base for 57.00 Cum 109.42
road work including removing the excavated stuff and depositing on the road
side slope as directed upto all lead.
11 Providing & Casting in situ ordinary cement concrete M-200 mix with Trimix 574.00 Cum 5805.48
C.C Road with TMT Bar FE 500D reinforcement laid as directed including
temping, vibrating, finishing, curing and filling in joints with bitumen etc as per
Engineer Incharge.
12 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 8.00 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. road V.R.)
13 Providing and fixing Hectometer as per I.R.C. type design including painting, 31.00 Nos. 356.50
lettering etc. complete.(ii) Fixing in C.C. 1:5:10
14 Providing and fixing guard stone as per I.R.C. type design including white 140.00 Nos. 350.81
washing etc. complete.(ii) Fixing in C.C. 1:5:10
15 Citizen' s information Board- Providing and fixing of typical MMGSY 4.00 Nos. 11612.98
information board as per instruction. Two ACP sheets of 3 mm thick, of 900 mm
x 750mm size fixed at top & bottom duly rivetted with MS angles of 25 x 25 x
mm thick M.S angle shall be welded by two vertical M.S angle of 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 75mm, below ground level.
The letters & figure of any shade reflectorised with High Intensity Prismatic
Grade Retro Reflective Sheeting of Type 4 as per ASTM D-4956 and latest
MORD specifications; All sections of framed posts and steel tube will be painted
with primer and two coats of epoxy paints as per drawing Clause 1701 and
Annexure 1700.1 (10.16). (A) Class-B High intensity Grade Retro Reflective
02. Sch B_MMGSY_Borsad_Pkg-2_SCSP Page
Item of work Quantities Rate in Amount
Estimated Unit Figures in
16 Road marking with hot applied thermoplastic paints with reflectorising glass 1500.00 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.
17 Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 7.00 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)...
18 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 28.00 Nos. 3379.00
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 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
19 Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine 833.00 Nos. 375.72
injuction high compressed molding with reflector made of MMC (prismatic type
of size 12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g. with
each unit for fixing. (High Intensity grade)
02. Sch B_MMGSY_Borsad_Pkg-2_SCSP Page
Item of work Quantities Rate in Amount
Estimated Unit Figures in
20 MMGSY "LOGO" Board : Providing and fixing of MMGSY LOGO 4.00 No. 5068.18
informatory sign board with Logo as per section 1700 of MORD specifications
and drawing. The board will be a composite unit consisting of Two Plates of
ACM (Aluminum Composite Material), material specifications as per clause
17001.3. The top most plate will be of 3mm ACP in diamond shape of
600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size
on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size
riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges.
Riveting of all the sheets over angle and flat iron frame will be done neatly to
have plain surface on one side. The angle iron frame of Both the plates will be
welded to a 75mm x75mmx6mm Mild steel post at Centre and this post will be
embeded in cement concrete M15 grade block of 450x450x600mm below
ground level. The height of the bottom of the lower plate will be 1200mm from
normal ground level. The spacing between the diamond shaped plate and Lower
Plate is kept 150mm. MMGSY logo, letters and numerals on the ACM should be
made up of Retro Reflective sheeting of Type-1 AEGP Class-A grade as per the
latest MORD section 1700 and IRC 67-2012 specifications. Al the section of the
frame and posts shall be painted with primer and two coats of epoxy paint. The
design, painting and lettering shall be done as per the MMGSY Logo sign
Design and as directed by Engineer in-charge. A warranty for 5 years for the
Retro reflective sheeting for Type-1 Class-A from original manufacturer shall be
submitted by contractor.
21 MMGSY Project Information Board: Providing and fixing of typical PMGSY 4.00 No. 11112.02
Project informatory sign board with Logo as per 1700 of MORD specifications
and drawing. The board will be a composite unit consisting of Three Plates
ACM (Aluminum Composite Material), material specificaitons as per clause
17001.3. The top most plate will be of 3mm ACM in diamond shape of
600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size
on back on edges. The middle 4mm ACM plate of will be 1200x150mm size
riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges.
The main 4mm ACM lower most plate will be 1500mmx600mm size, riveted
with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets
over angle and flat iron frame will be done neatly to have plain surface on one
side. The angle iron frame of lower most plate and flat iron frame of the middle
plate will be welded to two nos. 75mm x75mm (12 SWG) sheet tubes posts
placed at 1125mm apart centre to centre. the top of the middle plate will be
flushed with the top of 75mm dia medium steel tube posts and these posts will
be embeded in cement concrete M15 grade block of 450x450x600mm below
ground level. The height of the bottom of the lower plate will be 1200mm from
normal ground level and the bottom of the middle plate will be 100mm above
the top level of the lower most plate. the diamond shaped plate mounted over flat
angle iron frame will be connected to middle plate by square steel section of
47mmx47mm, thickness 12SWG having a spacing of 100mm between the
diamond shaped plate and middle plate and this square section will be riveted to
the bottom point of the diamond shaped plate. MMGSY logo, letters and
numerals on the ACM should be made up of Retro Reflective sheeting of Type-1
AEGP Class-A grade as per the latest MORD section 1700 and IRC 67-2012
specifications. Al the section of the frame and posts shall be painted with primer
and two coats of epoxy paint. The design, painting and lettering shall be done as
per the MMGSY Signage Guide and as directed by Engineer-In-charge. . A
warranty for 5 years for the Retro reflective sheeting for Class-A respectively,
from original manufacturer shall be submitted by contractor.
22 Excavation for foundation upto 1.5M. depth including sorting out and stacking 552.00 Cum 253.89
of useful materials and disposing of the excavated stuff upto 50 meter lead.(B)
Dense or Hard soil.
02. Sch B_MMGSY_Borsad_Pkg-2_SCSP Page
Item of work Quantities Rate in Amount
Estimated UnitFigures in
23 Providing and filling in foundation with ordinary Cement concrete M-100 mix 281.00 Cum 3345.58
and providing necessary vertical pin headers including formwork, vibrating,
ramming and curing complete.
24 Providing and casting in situ ordinary cement concrete M-150 mix and 222.00 Cum 3921.83
providing necessary pin headers including shuttering, scaffolding, laying,
vibrating, curing and finishing complete without V-Groves. (A) Height from
25 Providing & casting in situ ordinary cement concrete M 200 mix and providing 240.00 Cum 4292.50
necessary pin headers including shuttering, scaffolding, laying, vibrating, curing
and finishing complete without V-Groves.(A) Height from 0.0 M. to 5.0 M.
26 Supplying and fixing reinforced concrete heavy duty non pressure pipes with 142.50 Rmt 1095.19
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 of following internal
diameter. (i) 300 mm dia.
27 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 37.50 Rmt 4710.56
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. (iv) 900 mm dia.
28 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 15640.00 Kgs. 77.29
binding and placing in position complete upto floor two level
29 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 250.00 Each 48.11
of 100mm including laying in proper grede and jointing the completed as per
detailed specification.
30 Providing and laying - Fitter Media 300mm thick directed at the back of 200.00 Sq.mt 620.14
abutments, returns and wing walls as per detailed specifications.
31 Informatory Signs :-Providing and fixing sing boards made out of 2mm 8.00 Nos. 3856.90
aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977
pre treated with phospheting process & acid teching; coated with one coat of
epoxyprimer and two coats of best qualityepoxy paint; reflectorised with retro
refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand
postand frame fabricated from suitable sizeiron angle of 35 x 35 x
3mm75x75x6mm as required; painted with best qualityepoxy coatings in black
and whitebends. the details of symbol for eachboard shall details of symbol for
eachboard shall be as per the instruction ofengineer 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 tec. complete under the supervision of engineer in charge.(A)
Engineer Grade(VR)...
32 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm 20.00 Nos. 3268.76
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)...
02. Sch B_MMGSY_Borsad_Pkg-2_SCSP Page
Item of work Quantities Rate in Amount
Estimated Unit Figures in
33 Direction sign (Junction board):-Providing and fixing sing boards made out of 12.00 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)...
34 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal 125.00 Rmt 3468.34
beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail,
70 cm above road/ground level, fixed on ISMC series channel vertical post,
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)
Rupees Two Crore Eigty Six Lakh(s) Nine Thousand Four Hundred Twenty One And Paise Sixty Seven
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
Estimated amount put to tender Rs: ……………. Estimated amount put to tender Rs: …………...
Deduct……% below Rs: …………………………. Add……% above Rs: ………………………….…
(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.
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
02. Sch B_MMGSY_Borsad_Pkg-2_SCSP Page
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GRs - SBD with Index.pdf
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MMGSY ENVIRONMENT GR.PDF
pkg_02 Dtp_Resurfacing Road (SCSP).pdf
SBD SCSP 02.pdf
Sch B.pdf
Specification.pdf
TS Order.pdf
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