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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹8.3 L
EMD Value
₹9,000
Closing Date
14 Oct 2026, 6:00 pm5d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Executive Engineer, panchayat, R & B Division, Surat.
Package No. 1 /BAR/15th Financial Year Fund/ET TO BT/1-RD/25-26 1)Const. of Bitumin Road At Kikvad Village Kalihimad Vaga to Hindoliya Village Towards Going Road Tal. Bardoli. Dist Surat
350980
09 OF 2026-27
Open
Civil Works - Others
Works
Surat
5 documents required · 5 mandatory
₹900
Executive Engineer, panchayat R AND B Division, surat
₹9,000
1 Oct 2026
1 Oct 2026
1 Oct 2026
14 Oct 2026
1 Oct 2026
Name of work: Package No. 1 /BAR/15th Financial Year Fund/ET TO BT/1-RD/25-26 1)Const. of Bitumin
Road At Kikvad Village Kalihimad Vaga to Hindoliya Village Towards Going Road
Tal.Bardoli.Dist Surat
Memorandum showing items of works to be carried out
It. No. Quantities Item of work Estimated Total Amount
It. No. Quantities Item of work Estimated Total Amount
estimated but may In figures according to
be more or less Rs. Ps. estimated
1 Hect. Clearing and grubbing road land, including uprooting rank
vegetation, grass bushes, shrubs, saplings, and trees girths up to
0.07 mm, removal of stumps of trees cut earlier, and disposal of 34889.38
unserviceable materials(D) By mechanical means in area of thorny
2 Cu.mt. Earthwork in cuting in all sorts of soil and soft murrum including
conveying and spreading the stuff, embankment as and where
114.00 directed within 200meters from the end of the cutting with all 134.63
required lead and lift.
3 Cu.mt. Supplying, Stacking, Spreading & rolling of G.S.B-II on road side
for hard side shoulder of work as per specification including filling
the mesure boxes of standard size etc. complete.
4 M.Ton Providing & laying bituminious base course 37.50 mm thick
compacted in Single layer asphalt VG-30 grade at 1.99 % by weight
of mix for mixing and 2.50 kg/10 smt RS-1 grade Asphalt 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 paver finisher including rolling and
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.
5 M.Ton Providing, laying 25mm thick compacted bituminous carpet
considering 0.66 cmt./10Smt. Stone chips for one M.ton as per
specification, using the asphalt at VG-30 rate 33.60 Kg/M.ton (i.e.
3.36% by weight of total mix)and asphalt for tack coat at RS-1 rate
2.5 Kg/ 10sq.mt. including heating and mixing the asphalt and stone
97.00 aggregates by continuous batching of drum mix plant and 2848.20
transporting and spreading the same by paver finisher and consoli-
dation with vibratory roller with necessary equipments oil,
kerosene,fire wood labour charges etc comp.with contractor's own
machineries and equipment tools etc. complete in accordance with
the requirement.
6 M.Ton Providing and laying seal coat with B.T. aggregate as specified
using aggregate at the rate of 0.18 Cu.mt./10 Sq. mt. and bitumen
grade VG-30 for mixing with aggregate at the rate of 4.50 % i.e.
45.00 Kg. / M.T including heating & mixing in hot / drum mix plant
50.00 & transporting & sreading the same by paver finisher & 3080.50
consolidation with vibratory roller incl. 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 specification.
7 Sq.mt. Providing and laying asphalt painting on B.T. surface 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.
8 No.s Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4
including necessary reinforcement as per I.R.C. type design in C.C.
2.00 1:4:8 including lettering and painting etc. complete. (For OD.R. & 704.33
9 No.s Providing and fixing Hectometer as per I.R.C. type design including
lettering and painting etc. complete. (ii) Fixing in C.C. 1:5:10
10 No.s Informatory sings: Providing and fixing sing boards 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)..
11 No.s Village name/ Bump Ahed sign :-Providing and fixing sing boards
made out of 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)...
Rs. Eight Lack Thirty Two Thousand Five Hundred Seventy Seven and Paise Fourty One Only.
I/We am/are willing to carry out the work at ________________ % above/below ( percent should be written in figures
and in words ) of the estimated rates mentioned above. Amount of my/our tender works out as under.
*Estimated amount *Estimated amount
put to tender Rs. 832577.41 put to tender Rs.
Deduct ____ % below Rs. _________ Add ____ % above Rs. _________
Net Rs. _________ Total Rs. _________
*( Please strike out which ever is not applicable )
Note : Credit Amount of Rs.41070 of Serviceable Material shall be deducted from 1st Running Bill.
Note 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.
Note 2 :- The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
Note 3:- GST and Income tax TDS will be deducted at a source while making payments of bills
Note 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.
Signature of Bidder
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
3.Cement Standards -11-05-17 GR 2 Side.pdf
4.Tender Negotiation.pdf
5.Laboratory GR.pdf
Cement consumption gr.pdf
GST GR 1.pdf
5.GR.pdf
4.0 tender booklet.pdf
GRs - SBD with Index_11zon (3).pdf
6SBD GR.pdf
4.Test Schedule.pdf
4.Test Schedule (2).pdf
2.0 GR For Building Work.pdf
5. GR Performance Bond and Bitumen date.pdf
00-FRONT PAGE.pdf
04- SPECIFICATION 4 Road.pdf
Road Testing.pdf
SBD (1).pdf
Schedule-BOQ PKG-1.pdf
Environment GR_11zon (5).pdf
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