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Tender Value
₹1.8 Cr
EMD Value
₹1.8 L
Closing Date
20 Aug 2026, 7:00 pmClosed
Executive Engineer, Panchayat (R and B) Division, Navsari
MMGSY Year 2026-27 (86-5054-04-337-15 Sr. No. 1)(Resurfacing) Construction of Various Road in Jalalpore Taluka Dist. Navsari. Package No- 35 (Total 4 Roads ,4.75 Km) (1) Resurfacing Of Mangrol Village Road (VR NP) K.M. 0/00 to 0/750 (2) Resurfacing Of Ubhrat Primary School To Kharpel Faliya Road(VR NP) K.M. 0/00 to 1/000 (3) Resurfacing Of Dipla Borsi Main Road To School Joining Road (VR NP) K.M. 0/00 to 1/500 (4) Resurfacing Of Bhinar Patel Faliya Road (VR NP) K.M. 0/00 to 1/500 Ta. Jalalpore Dist. Navsari
330284
06 of 2026-27
Open
Civil Works - Roads
Works
Navsari
7 documents required · 7 mandatory
₹3,600
Executive Engineer, Panchayat (R and B) Division, Navsari
₹1.8 L
1 Aug 2026
1 Aug 2026
1 Aug 2026
20 Aug 2026
1 Aug 2026
Name of work: MMGSY Year 2026-27 (86-5054-04-337-15 Sr. No. 1)(Resurfacing)
Construction of Various Road in Jalalpore Taluka Dist. Navsari. Package No-
(Total 4 Roads ,4.75 Km) (1) Resurfacing Of Mangrol Village Road (VR NP) K.M.
0/00 to 0/750 (2) Resurfacing Of Ubhrat Primary School To Kharpel Faliya Road(VR
NP) K.M. 0/00 to 1/000 (3) Resurfacing Of Dipla Borsi Main Road To School Joining
Road (VR NP) K.M. 0/00 to 1/500 (4) Resurfacing Of Bhinar Patel Faliya Road (VR
NP) K.M. 0/00 to 1/500 Ta. Jalalpore Dist. Navsari.
Memorandum showing items of works to be carried out
It. Quantities Item of work Estimated Unit Total
No. estimated but In figures Amount
may be more or Rs. Ps. according to
1 1.43 Hect. Clearing and grubbing road land including uprooting 34889.38 Hect.
rank vegetation grass bushes,shrubs,sapling and trees
girth up to 300 mm removal of stumps of trees cut
earlier and disposal of unserviceable materials(D) By
mechanical means in area of thorny jungle
2 8432.00 Sq.mt. Scarifying gravelled macadam or bitumen macadam 41.74 Sq.mt.
surface 6 cm to 10 cm.depth including stacking useful
materials on road side and disposing off remaining
3 4275.00 Cu.mt. Earthwork in cutting in all sorts of soil and soft murrum 106.81 Cu.mt.
including conveying and putting the stuff in spoil bank
maintaining minimum distance of five meter between
top edge and cutting and toe of spoil bank.
4 180.00 Rmt Supplying fixing & joining reinforced concret heavy 1968.38 Rmt
duty non pressure pipe carrying indian railway standard
with collars for culverts carring heavy traffic as per
Indian railway standard specification including setting
and joining the pipe in cement mortar 1:2 watering or
laying (to level and slope) of I.S.class NP-3 600mm dia
5 570.00 Cu.mt. Supplying Stacking and Spreading the Hard Murrum 971.98 Cu.mt.
including rolling and watering etc. Complete.
6 136.00 cu.mt. Construction of granular sub-base by providing coarse 942.46 cu.mt.
graded material grading-II, spreading in uniform layers
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,
complete as per clause 401.B
7 186.60 Cu.mt. Construction of Granular Sub Base by providing coarse 971.28 Cu.mt.
graded machine crushed B. T. material satisfying
MOST Specification of Grading - I using 53 mm to
mm @ 30% (M.C. Metal), 26.5 mm to 4.75 mm @ 60%
(M.C.Metal), 2.36 mm below @ 10% (Stone Dust)
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 with C.B.R. > 30%
8 1566.00 Cu.mt. Providing, laying, spreading and compacting graded 1087.76 Cu.mt.
stone aggregate to wet mix macadam specification
including premixing the Material with water at OMC in
mechanical mix plant carriage of mixed Material by
tipper 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
9 9778.00 Sq.mt. Providing and applying evenly Priming coat with 99.03 Sq.mt.
emulsion asphalt at the rate of 7.50 Kg/ 10 Sq.m on
road surface using emulsion SS-1 (Himcol Made)
pressure spreayer etc. complete including the cost of
10 733.40 M.Ton Providing and laying bituminous base course 37.5mm 2877.59 M.Ton
thick compacted in one layer with tack coat of Emulsion
RS1 at the rate of 2.5 Kg / 10 Sqmt. and using B.T.
stone aggregate or required gradation and asphalt (VG-
30) grade for mixing @ 1.99 % by weight of total mix
for mixing including heating the aggregate and asphalt
by drum mix plant and spreading the same by paver
finisher and consolidation with vibratory roller
including providing all meterials, equipments, tools and
plants, oil, kerosene, fire wood, labour chrges etc.
11 706.20 M.Ton complete.
Providing and laying seal coat with B.T. aggregate 4509.38 M.Ton
as specified using aggregate at the rate of
Cu.mt./10 Sq. mt. and bitumen grade VG-30 for mixing
with aggregate at the rate of 4.5 % i.e. 45.00 Kg. / M.T.
of total mix including heating and mixing in drum mix
plant and transporting and spreading the same by paver
finisher and consolidation with vibratory roller
including necessary fire wood , oil , lubricant , labour
charges using contractor's own drum mix plant,
machineries and equipment tools etc. complete in
accordance with the requirement of specification.
12 1618.20 M.Ton Providing & laying 37.50mm. thick compacted 3860.08 M.Ton
Bituminous Macadam with using RS1 Emulsion for
tack coat at 2.50 Kg / 10 Sq.Mt. using stone aggregate
as per gradation and aspahlt grade VG-30 at 3.40 % by
weight of total mix hot laid process with drum mix plant
including consolidation with vibrating roller including
operating plant and machinery cost of asphalt, fuel, oil,
lubricant and labour charges etc. complete.
13 19612.00 Sq.mt. Providing and laying asphalt painting on B.T. surface 46.78 Sq.mt.
with bitumen VG-30 at rate 5.00Kg / 10Sq.mt.
including spreading stone dust for painting surface at
rate of 0.03 cu.mt. / 10 sq.mt.
14 10.00 No. Providing and fixing ordinary Kilometer stone of 704.33 No.
precast C.C. 1:2:4 including necessary reinforcement as
per I.R.C. type design in C.C. 1:4:8 including
painting,lettering etc. complete (For O.D.R and V.R.)
15 19.00 No. Providing and fixing Hectometer as per I.R.C. type 356.50 No.
design including painting, lettering etc. complete.(ii)
Fixing in C.C. 1:5:10
16 4.00 No. Informatory Signs :-Providing and fixing sing boards 3856.90 No.
made out of 2mm 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)...
17 4.00 No MMGSY Logo Board:- Providing and fixing 5050.00 No
MMGSY/VKY Logo Board made out of 2mm
aluminium sheet, as per the drawing & design. Pre
treated with phospheting process and acid etching
coated with one coat of epoxy primer and two coat of
best quality epoxy paint, refloctrorized with retro
reflective sheeting as per the latest M.O.S.T.
specification, 3.1 Mt. long stand post and frame
fabricated from suitable size iron angle of 35 x 35 x
mm, 75 x 75 x 6 mm 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 60 cms for each
leg, including excavation curing etc. complete under the
supervision of Engineer-In-Charge (A)Engineering
18 5.00 No. Village name/ Bump Ahed sign :-Providing and fixing 5045.36 No.
sing boards made out of 2mm aluminium sheet; size
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
19 114.00 Cu.Mt Excavation for foundation upto 1.5 m depth including 254.36 Cu.Mt
sorting out and stacking of useful materials and
disposing off the excavated stuff upto 50 Meter lead.(B)
Dense or Hard soil
20 11.30 Cu.Mt Providing and filling in foundation with ordinary 3304.02 Cu.Mt
Cement concrete M-100 mix and providing necessary
vertical pin headers including formwork, vibrating,
ramming and curing complete.
21 101.60 Cu.Mt Providing & casting in situ ordinary cement concrete M- 3957.22 Cu.Mt
150 mix and providing necessary pin headers including
shuttering, scaffolding, laying, vibrating, curing and
finishing complete with V-Groves.(A) Heightfrom
22 10.00 Rmt Supplying and fixing reinforced concrete heavy duty 3469.26 Rmt
non-pressure pipes with collars for culverts carrying
heavy traffic as per IS 458-1991 specifications
including setting the pipes in C.M. 1:2 watering and
laying (to level or slopes) of class NP3 of following
internal daimeters.(v) 900mm dia.
23 20.00 Rmt Supplying and fixing reinforced concrete heavy duty 5560.01 Rmt
non-pressure pipes with collars for culverts carrying
heavy traffic as per IS 458-1991 specifications
including setting the pipes in C.M. 1:2 watering and
laying (to level or slopes) of class NP3 of following
internal daimeters.(v) 1200mm dia.
24 24.00 No. Providing and fixing guard stone as per I.R.C. type 350.80 No.
design including white washing etc. complete.(ii) Fixing
25 2.00 No. Providing and fixing 20cm. x 15cm x 2.5 cm. thick year 279.69 No.
plate of marble stone set in C.M. 1:4 including finishing
and engraving letters etc. complete.
26 95.19 Sq.mt. White washing with lime on wall surface (two coats) to 12.73 Sq.mt.
give an even shade including thoroughly booming the
surface to remove all dirt, dust; mortar drops and other
foreign matter.
Rs. One Corer Seventy Nine Lack Five Thousand Seven Hundred One and Paise Fifty Five Only.
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01-NEW Sch-B Package-35.pdf
02-SBD-Package-35.pdf
04- Specification -Package-35.pdf
05-GR.pdf
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