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Tender Value
₹9.9 L
EMD Value
₹10,000
Closing Date
23 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panchayat (R&B) Division, Valsad
New Gujarat Parten 2025-26 Resurfacing Govada Kankaradi Railway Fatak to Adivashi Faliya Towrds Road Ta.Umargam, Dist.Valsad. 0.44 km (Re-invite)
297076
51 of 2025-26
Open
Civil Works - Buildings
Valsad
6 documents required · 6 mandatory
₹900
Executive Engineer, Panchayat (R&B) Division, Valsad
₹10,000
16 Apr 2026
16 Apr 2026
16 Apr 2026
23 Apr 2026
16 Apr 2026
Name of Work : New Gujarat Parten 2025-26 Resurfacing Govada Kankaradi Railway
Fatak to Adivashi Faliya Towrds Road Ta.Umargam, Dist.Valsad. 0.44 km
BILL OF QUANTITIES
Item No. Item of work Quantity Unit Rate In figures Amount
Clearing and grubbing road land
including uprooting trunk vegetation,
grass bushes, shrubs, sapligs and
trees girth upto 300 mm removal of
1 stumps of trees cut earlier & disposal 0.03 Hect 28393.040
of unserviceable material. (C) By
Mechanical means in area of light
Earth work in cutting in all sorts of soil
and soft murrum including conveying
and spreading the stuff,embankment
2 as and where directed within 200 63.00 CMT. 128.070
meters from the end of the cutting wirh
all required lead and lift.
Scarifying gravelled macadam or
bitumen macadam surface 6cm to
cm depth including stacking useful
3 materials on road side and disposing 1320.00 Sqm 40.720
of the remaining stuff as directed.
Providing and laying wet mix macadam
base course as per MORTH
specification using machine crushed
B.T. chips as per required gradation,
mixing with required optimum quantity
of water, conveying the mix to site of
work, spreading in to grade and
4 camber with paver/mechanical means 175.00 Cum 945.360
and consolidation each layer with
vibratory roller to aschieve the desired
density including cost of material
labour plant and equipment etc.
Providing and applying priming coat
with emulsion (SS-1) at the rate of
5 7.50 kg/ 10 Sq.mt. including cost of 1320.00 Sqm 41.810
asphalt and preparing the surface
heating, and applying etc. complete.
Supplying, stacking & spreading Hard
Murrum on road side for hard side
shoulder of work as per specification
including rolling & watering complete.
Supplying, fixing & joining reinforced
concrete heavy duty non pressure pipe
with colars for culverts carryig heavy
traffic as per Indian Railway Standard
7 Specifications including setting and 5.00 Rmt 1952.000
joining the pipe in cement mortar 1:2
watering and laying ( to level or slope)
of I.S. class NP-3 600 mm dia.(Internal)
Providing & laying bituminious base
course 37.50 mm thick compacted
layer asphalt VG-30 grade at 1.99 %
by weight of mix for mixing and
2.5kg/10 smt RS-1 for tack coat &
using B.T. chips of required gradation
including cleaning and heating asphalt,
premix material by drum mix process
in proper gradation and laying with
8 paver finisher including rolling and 99.00 MT 2173.520
consolidation with 8-10 tonne vibratory
roller and providing all material
equipment, tools, and plants, fire
wood, oil, kerosene labour charges
etc. complete using contractor's own
machinaries, drum mix plant and paver
finisher etc. complete.
Providing & laying 37.50mm thick
bituminous macadam with 0.66 cum
stone chips for one M.T. using the
asphalt VG-30 34 kg/M.T. (i.e 3.40%)
for mixing and RS-1 for tack coat
kg/10sqmt heating the asphalt and agg
by continues batching of hot mix plant
9 & spreading the same by pavers 109.00 MT 2756.290
finisher and consolidation with power
roller of 80 to 100 KN with necessary
equipment, oil, kerosene, fire, wood,
labour charges etc. complete with
contractor's own machinary.
Providing & laying seal coat with B.T.
agg. as specifed using agg. at the rate
of 0.18 cu.mt/10Sq.Mt.and bitumen for
mixing agg. at the rate of 4.50% i.e.
45.00 kg/M.T. of total mix for binder
including heating & mixing in hot /
drum mix plant & transporting &
sreading the same by paver finisher &
10 consolidation with vibratory roller incl. 35.64 MT 3168.370
necessary firewoood, oil, lubricants,
labour charges etc. using contractor's
own drum mix plant, machineries &
equipment, tools etc. complete in
accordance with the requirement of
Providing and laying asphalt painting
on B.T. surface with bitumen VG-30 at
rate 5.00Kg / 10Sq.mt. and spreading
11 stone dust for painting surface at rate 1320.00 SQM 28.280
Providing & Fixing ordinary K.M. Stone
Precast C.C. 1:2:4 including
necessary reinforcement as per I.R.C.
12 type design in C.C. 1:4:8 including 1.00 No 704.330
painting and lettering etc. complete
Providing & Fixing Hectometer stone
as per I.R.C. type design including
13 painting, lettering etc. complete (i) 2.00 No 356.500
Fixing in C.1:5:10
Providing & fixing Village Name Board
Made out of 2mm aluminium sheet;
size 90x60cms.rectangle 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
refle retro reflective 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
14 iron angle of 50x50x5mm. painted with 1.00 No 5045.360
best quality epoxy coatings in black
and white bends. The details of symbol
or inscription/numbers 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
45x45x60cms. for each leg, including
excavation curing etc.complete under
the supervision of enginner in
charge.(A) Engineering Grade
Logo Board:- Providing and fixing 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.
15 long stand post and frame fabricated 1.00 No 5050.000
from suitable size iron angle of 35 x
35 x 3 mm, 75 x 75 x 6 mm as required
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)Engineer grade.
STOP SIGN:-Providing and fixing sing
boards made out of 2mm aluminium
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
16 3mm 75x75x6mm as required; painted 2.00 No 4676.060
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
I/We am/are willing to carry out the work at…% above/below percent(Should
be written in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as
Estimated amount put to tender Estimated amount put to tender
Deduct………% below Add………% Above
In words In words
All works shall be carried out as public works department Handbook and other
specification of Division or as directed.
All the columns in schedule should be filled in ink or ballpen and the total of the
entries in last column should be struck by the contractor under his signature.
Rate quated include clearance of site (Prior commencement of work and at its close)
in all respects and hold good for work under all conditions,site moisture, weather etc.
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.
The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
GST and Income tax TDS will be deducted at a source while making payments of bills
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.
To be continued on additional sheet,if found necessary.
Deputy Executive Engineer Executive Engineer
Panchayat (R&B) Sub.Division Panchayat (R & B) Division
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details.html
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2.GR to be attached with DTP_SBD.pdf
GR.pdf
SBD-Govada.pdf
Schedule B Govada.pdf
Specification_ Govada.pdf
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