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Tender Value
₹25.2 Cr
EMD Value
₹26 L
Closing Date
5 Mar 2026, 6:00 pmClosed
Deputy Municipal Commissioner
Construction of road layers from sub grade to binder/wearing course, carpeting / recarpeting having width 24.00 mts. and above TP/NON TP road of Newly Added Villages & Newly Added Draft T.P.Scheme of (Pasodara, Laskana, Kathodara, Khadsad, Valak, Bhada , Abrama, Velanja, Umra, Kathor Etc.) falling in New East (Sarthana) Zone of Surat city by contractors own Batch mix type Hot mix Plant and WMM plant to be installed within Surat city limit with Sensor operator paver finisher with contractor's own Machinery and Mobile Laboratory including construction/repair of footpath, divider, water table and providing & laying/fixing of pavement markings, road studs, road signages with other traffic safety measures.
278802
DMC/NEZ/28/2025-2026,WORK NO. 01
Open
Civil Works - Roads
Surat
3 documents required · 3 mandatory
₹21,240
Commissioner, Surat Municipal Corporation
₹26 L
20 Feb 2026
20 Feb 2026
20 Feb 2026
5 Mar 2026
20 Feb 2026
Name of Work:- Construction of road layers from sub grade to binder/wearing
course, carpeting / recarpeting having width 24.00 mts. and
above TP/NON TP road of Newly Added Villages & Newly
Added Draft T.P.Scheme of (Pasodara, Laskana, Kathodara,
Khadsad, Valak, Bhada , Abrama, Velanja, Umra, Kathor Etc.)
falling in New East (Sarthana) Zone of Surat city by
contractor’s own Batch mix type Hot mix Plant and WMM
plant to be installed within Surat city limit with Sensor
operator paver finisher with contractor's own Machinery and
Mobile Laboratory including construction/repair of footpath,
divider, water table and providing & laying/fixing of
pavement markings, road studs, road signages with other
traffic safety measures. (WORK NO.01)
Uploading of tender documents Dt-19/02/2026
Last date of Document Dt-05/03/2026 UP TO 18.00 Hrs.
downloading and Online Bid
Online query Bidder shall have to post there queries on E mail address
[email protected] on or before 26/02/2026 up to
Pre bid Meeting -
Physical submission of EMD, Up To 12/03/2026 upto 18.00 Hrs. at the office of “Chief
Tender fee. Accountant, Surat Municipal Corporation, Muglisara, by
Speed Post/RPAD only.” In sealed cover duly super scribed
with name of work and tender notice no.
Opening of Technical bid Probable Dt - 06/03/2026 10:00 hrs. onwards
Opening of Price bid (Online) Probable Dt - 13/03/2026 10:00 hrs. onwards
SURAT MUNICIPAL CORPORATION
NEW EAST (SARTHANA) ZONE
NAME OF WORK :- Construction of road layers from sub grade to
binder/wearing course, carpeting / recarpeting having width 24.00 mts.
and above TP/NON TP road of Newly Added Villages & Newly Added Draft
T.P.Scheme of (Pasodara, Laskana, Kathodara, Khadsad, Valak, Bhada,
Velanja, Umra, Kathor Etc.) falling in New East (Sarthana) Zone of Surat
city by contractor’s own Batch mix type Hot mix Plant and WMM plant to
be installed within Surat city limit with Sensor operator paver finisher
with contractor's own Machinery and Mobile Laboratory including
construction/repair of footpath, divider, water table and providing &
laying/fixing of pavement markings, road studs, road signages with other
traffic safety measures. (WORK NO.01)
I/We the undersigned do hereby tender for carrying out the work described in the schedule
below subject to the condition annexed.
Should this tender be accepted I/We hereby agree to abide by and to fulfill all the terms and
provisions of specifications and conditions of contract annexed hereto so far as they are
applicable and default thereof to forfeit and pay to the Municipal Corporation the sum of
money mentioned in the said conditions.
The earnest money deposited by me/us with tender may be forfeited to the said Municipal
Corporation if I/We do not deposit the full amount of security deposit, in accordance with
the clause (1) of the said conditions of contract.
EXECUTIVE ENGINEER
NEW EAST (SARTHANA) ZONE
SURAT MUNICIPALCORPORATION.
SIGNATURE OF THE TENDERER.
Sr. Contents Page No.
2 Abstract, Bill of Quantities and Estimate
Schedule B for Construction of road layers from sub
grade to binder/wearing course, carpeting /
recarpeting having width 24.00 mts. and above
TP/NON TP road of Newly Added Villages & Newly
Added Draft T.P.Scheme of (Pasodara, Laskana,
Kathodara, Khadsad, Valak, Bhada , Abrama, Velanja,
Umra, Kathor Etc.) falling in New East (Sarthana) Zone
of Surat city by contractor’s own Batch mix type Hot
mix Plant and WMM plant to be installed within Surat
city limit with Sensor operator paver finisher with
contractor's own Machinery and Mobile Laboratory
including construction/repair of footpath, divider,
water table and providing & laying/fixing of pavement
markings, road studs, road signages with other traffic
safety measures. (WORK NO.01)
3 Percent below / above the estimated rates
SURAT MUNICIPAL CORPORATION
NEW EAST (SARTHANA) ZONE
NAME OF WORK :- Construction of road layers from sub grade to binder/wearing
course, carpeting / recarpeting having width 24.00 mts. and above TP/NON TP
road of Newly Added Villages & Newly Added Draft T.P.Scheme of (Pasodara,
Laskana, Kathodara, Khadsad, Valak, Bhada , Abrama, Velanja, Umra, Kathor
Etc.) falling in New East (Sarthana) Zone of Surat city by contractor’s own Batch
mix type Hot mix Plant and WMM plant to be installed within Surat city limit
with Sensor operator paver finisher with contractor's own Machinery and Mobile
Laboratory including construction/repair of footpath, divider, water table and
providing & laying/fixing of pavement markings, road studs, road signages with
other traffic safety measures. (WORK NO.01)
BILL OF QUANTITIES
1) The Bill of Quantities shall be read in conjunction with the Instructions to Bidders, General
and Special Conditions of Contract, Technical Specifications and Drawings.
2) The quantities given in the Bill of Quantities are estimated and provisional and are given to
provide a common basis for bidding. The basis of payment will be the actual quantities of
work ordered and carried out, as measured by the contractor and verified by the Engineer.
3) The bidder must quote his rate above / below the estimated rate specified in the Bill of
Quantities part for each item of work both in words and figures.
4) The rates and prices quoted in Bid in the priced Bill of Quantities, except in so far as it is
otherwise provided under the Contract, include all constructional plant, labour, supervision,
materials, erection, maintenance, insurance, profit, taxes and duties, together with all general
risks, liabilities, and obligations set out or implied in the Contract and including remedy of
any defects during the Defects Liability Period.
5) All rates and sums of money quoted in the Bill of Quantities shall be in Indian Rupees (Rs)
rounded to the nearest whole number.
6) The whole cost for complying with the provisions of the Contract shall be included in the
items provided in the Bill of Quantities.
7) Where no items are provided, the cost shall be deemed to be distributed among the rates and
prices entered for the related items of work.
8) After adjusting the bid prices as stated above, final bid evaluation will be done as follows:
(a) Bidder needs to quote in percentage of rates (above /below as indicated in BOQ) for each
part of BOQ. It is mandatory for further evaluation of bids & payment. Payment of items
of each part of BOQ shall be made as per quoted percentage for each part of BOQ.
(b) Successful bidder will be decided based on overall percentage quoted above/below of
Total estimated amount as indicated in Vol-II for the complete project.
9) General directions and descriptions of work and materials are not necessarily repeated nor
summarized in the Bill of Quantities. Reference to the relevant sections of the contract
documentation shall be made before entering prices against each item in the priced Bill of
10) The method of measurement of completed work for payment shall be in accordance with the
requirements as stated in the individual sections of the Technical Specifications.
11) Errors will be corrected by the Employer for any arithmetical errors pursuant to Clause 25 of
the Instructions to Bidder.
12) The specification numbers stated in the detailed description of items of works against
each item are indicated for guidance of the Bidders. However, any of the specification
alluded to the specifications referred to in the Bill of Quantities and / or any other
specifications from Vol.3 “Technical Specifications” which in the opinion of the Engineer
are applicable for a particular item is deemed to have been included in the scope of item and
fully covered by the rates quoted for the items. In case of any discrepancies between
provisions stated in the description of individual items and those covered by the technical
specifications, the provisions in the description of item shall have preference.
13) Rock is defined as all materials which in the opinion of the Engineer, require blasting or the
use of metal wedges and sledge hammers or the use of compressed air drilling for its removal.
14) All concrete items above and including M-15 shall be controlled concrete only.
15) Grouping of items under subheads of different sections is done in Part B BOQ for the
convenience. Any item from any section can be considered for operation in any other section
as indicated as directed by the Engineer.
16) The units of measurement described in the Bill of Quantities are metric units.
17) Abbreviations used in the Bill of Quantities are as follows:
ABBREVATIONS : FOR
Rs or RS : Indian Rupees
LS or L.S. or SUM : Lump Sum
nr. or No. or nos or Nos. : Number (s)
RM : Running metre
KM or km : Kilometre
hct./ha : Hectare
M2 or Sq.m or Sq.m or : Square metre
M3 or Cum or cu.m or : Cubic metre
CC. or c3 or cu.cm : Cubic centimeter
KG or kg or Kg : Kilogram
Mt or tonne or T or MT : Metric Tonne
HP : Horse Power
PS : Provisional Sum
IRC : Indian Roads Congress
MoRT&H : Specifications for Road and Bridge Works
Specification(s) (last revision) issued by the Ministry of
Surface Transport (Roads Wing),
Government of India.
ASP : Additional Technical Specification
BIS : Bureau of Indian Standards
Prov. : Provisional
P.O.L. or POL : Petrol, Oil and Lubricants
Veh. Month or Veh : Vehicle month
month : Calendar month
FRL : Finished Road Level
Veh. Km : Vehicular Kilometre
TS : Technical Specification
EXECUTIVE ENGINEER
NEW EAST (SARTHANA) ZONE
SURAT MUNICIPAL CORPORATION.
SIGNATURE OF THE TENDERER.
SURAT MUNICIPAL CORPORATION
NEW EAST (SARTHANA) ZONE
CARPET/RECARPET 2025-2026
TENDER NOTICE NO. DMC/NEZ/28/2025-2026 Work No.01
Name of Work:- Construction of road layers from sub grade to binder/wearing
course, carpeting / recarpeting having width 24.00 mts. and above TP/NON TP
road of Newly Added Villages & Newly Added Draft T.P.Scheme of (Pasodara,
Laskana, Kathodara, Khadsad, Valak, Bhada , Abrama, Velanja, Umra, Kathor
Etc.) falling in New East (Sarthana) Zone of Surat city by contractor’s own Batch
mix type Hot mix Plant and WMM plant to be installed within Surat city limit
with Sensor operator paver finisher with contractor's own Machinery and Mobile
Laboratory including construction/repair of footpath, divider, water table and
providing & laying/fixing of pavement markings, road studs, road signages with
other traffic safety measures. (WORK NO.01)
BOQ TO BE FILLED BY BIDDER (ONLINE)
ITEM RATE AMOUNT IN
ITEM DESCRIPTION QTY PER
Box cutting the road surface to proper
slop and camber for road work
including a base for road work
including removing the excavated stuff
depositing on the road side to a slop as
directed up to 50.0 mt. Lead.
Removing of Existing metalled
grouted road/Asphal Road surface
upto base course including stacking of
material upto lead of 50 mt. (Note : 0.00 0.00 C.M.
Removing of Existing road shall be
Carryout only by Cutter Machine
/Hydraulic Bracker)
Providing cutting of exisiting
bituminous surface upto suitable depth
in line and alignment using
Mechanically operator cutter machine
before excavating existing surface for
utility laying including cost of all type
of machinery, fuel, labour, etc and as
per direction of Engineer Incharge .
Excavation of the soil by means of Disc
Harrowing or Rotavator, as the case
may be, upto 240 mm depth for full
2 width of road and breaking the soil into 10000.00 20.33 C.M.
pieces less than 20 mm etc.by the use of
rotavator and as directed by engineer in
charge. (200 mm compacted thickness)
Supplying Fly ash including collecting,
carting, stacking and spreading the
3 same as per details in tender 3000.00 572.00 MT
specification & as directed by engineer
Supplying and carting of Hydrated
lime (CaO content not less than 70%)
and spreading the same with the
excavated soil and flyash thoroughly by
4 Disc Harrowing Rotavator or as the 600.00 6952.00 MT
case may be, including watering,Tests
required to be carried out etc. complete
as per details in tender specification &
as directed by engineer in charge.
Rolling and compaction of Subgrade
with 8 T. vibratory roller and filling in
depressions which occur during the
process as per details in tender
specification & as directed by engineer
Providing and laying Granular Sub
Base (drainage layer) conforming to
grading V of Table 400-1 of each layer
not exceeding 200mm thickmess and
compacted thickness as per design &
drawing with specified graded stone
metal and sand mixed in pugmill and
laid with mechanical means spreading
6 with motor grader and compacting with 18000.00 1488.88 CM
vibratory roller having minimum 80-
100 kN static weight to achieve desired
density of 98% of MDD including all
materials, labour, machinery,tests
required to be carried out with all leads
and lifts etc., complete as per details in
tender specification & as directed by
engineer in charge.
Providing and laying Wet Mix
Macadam with paver finisher in
specified thickness, each layer not
exceeding 200 mm compacted thickness
including premixing in WMM plant
with well graded crushed stone
aggregate, with watering and spreading
by mechanical means to required profile
and compacting by vibratory roller of
minimum 80-100 kN static weight to
achieve desired density of 98% of MDD
including all material, labour,
machinery, test with all leads and lifts
etc.,complete as per details in tender
specification & as directed by engineer
Supplying and applying Slow Setting-1
(SS-I) bitumen emulsion confirming to
IS 8887, for application of prime coat
over Wet Mix Macadam at the rate of
8 0.85 kg per Sq.Meter area, including all 60000.00 68.67 SM
materials, labour, machinery,test with
all leads and lifts etc., complete as per
details in tender specification & as
directed by engineer in charge.
Supplying and applying Rapid Setting-
1 (RS-I) bitumen emulsion confirming
to IS 8887, for application of Tack coat
before application of binder course at
the rate of 0.27 kg. per Sq. Meter area,
9 including all materials, labour, 120000.00 15.16 SM
machinery,tests required to be carried
out with all leads and lifts etc.,
complete as per details in tender
specification & as directed by engineer
Providing and laying DENSE
GRADED BITUMINOUS
MACADAM (DBM) as per gradation
and bitumen for mixing shall be as
arrived from mix design, provided in
no case it shall be less than 4.0% for
Grade I and 4.5% for Grade II by wt.
of total mix as binder by batch mix
type hotmix plant and laying by
10 sensor paver finisher including
consolidation by rollers as specified
including providing and operating plant,
sensor paver and machinery, cost of
fuel, oil lubricant and labour charges,
tests requied to be carriedout including
cost of aggregate and filler (if found
required as per mix design)etc complete
(But including cost of providing
4.50% bitumen (including cost of
4.00% bitumen (including cost of
4.50% bitumen (Excluding cost of
4.00% bitumen (Excluding cost of
Supplying and applying Rapid Setting-
1 (RS-I) bitumen emulsion confirming
to IS 8887, for application of Tack coat
before application of wearing course at
11 the rate of 0.25 kg. per Sq. Meter area, 150000.00 14.24 SM
including all materials, labour,
machinery,tests required to be carried
out with all leads and lifts etc.,
complete as per details in tender
specification & as directed by engineer
Providing and laying 25mm to 50mm
thick compacted BITUMINOUS
CONCRETE (BC) using aggregates as
per gradation and percentage of
bitumen for mixing shall be as arrived
from mix design, provided in no case
bitumen percentage shall be less than
5.2% for Grade I and 5.4% for Grade II
by Wt. of total mix as binder by batch
mix type hot mix plant and laying by
sensor paver finisher including
consolidation by rollers as specified
including providing and operating
plant, sensor paver and machinery, cost
of fuel, oil, lubricant and labour
charges, tests requied to be carriedout
including cost of aggragate and filler (if
found required as per mix design) etc.
complete (including cost of providing
5.40% bitumen (including cost of
5.20% bitumen (including cost of
5.40% bitumen (Excluding cost of
5.20% bitumen (Excluding cost of
Collecting, carting and stacking Stone
Dust on road side as directed and
flushing the same on Bituminous
13 surfaces at the rate of 0.30 C.M. per 10 200000.00 2.47 SM
smt. as per details in tender
specification & as directed by engineer
Providing & Laying Bitumen painting
(VG30) by mechanical sprayer on
wearing course(BC)surface using
bitumen @ 5.0kg. / 10.0 S.M. And
spreading stone dust @ 0.03 C.M. /
S.M. On painted surface including
operating cost of contractor's own
equipment, fuel, lubricants, carting of
required materials, all labour and
material cost (including cost of
bitumen) preparing surface by brushing
with wire brushes, sweeping with
mechanical broom / compressed air and
finally fanning the cleaned surface with
gunny bags to remove all loose dirt etc.
completeas per details in tender
specification & as directed by engineer
Bitumen Painting (Excluding cost of 0.00 SM
Preparing surfaces by excavating with
spades, scraping with shovel, brushing
with wire brushes for removing caked
mud up to 150mm thick etc. sweeping
with brooms and finally fanning the
cleaned surface with gunny bags to
remove all loose dirt etc. including
carting of excavated stuff from site.
Picking of the bituminous surface using
JCB excavator or by any mechanical
means, cleaning and removal of loose
and unsuitable material on the road
15 surface including cost of fuel, oil, 30000.00 4.81 SM
lubricant, labour charges and disposal
of loose unsuitable material from site
to the disposal site as directed by
Engineer in charge.
Scarifying the graveled macadam,
bituminous macadam surface 6 cm. to
10 cm. deep including stacking the
useful materials and disposing
remaining stuff including loading and
unloading and carting the same within
city limit as directed by Engineer in
Providing, supplying & Fixing heavy
duty I.S.I mark RCC precast manhole
frame with cover at site as per design
17 for circular manhole including labour 100.00 2294.00 No.
charge etc., Complete as per details in
tender specification & as directed by
engineer in charge.
Raising & Lowering Eixsiting
Manholes & Inlet chamber (with
frames) of drainage, strom drainage,
sever trap chamber, scraper manhole
frame & cover any utility services up to
newly carpeted/recarpeted road surface
including both of plain cement concrete
ordinary grade 1:1.5:3.(1 Part of cement
18 : 1.5 Part of sand : 3 part of course 400.00 573.66 No.
aggregate) The inside & outside surface
of chamber shall be plastered in cement
mortar 1:3 (1 part of Cement and 3 part
of sand) include lobour required to
carry out the work. and cleaning the
bitumen on the top surface & removing
road material from manhole etc.
Raising & Lowering upto 10 cm inlet
chamber to the required level upto FRL
of DBM /BC including all materials, 100.00 701.00 No.
framework including removing existing
inlet chamber frame cover and fixing
existing inlet chamber frame cover and
removing existing material from inlet
chamber (add Rs. 568.00 per 0.10 mt.
depth increase or decrease)
Providing & Fixing RCC precast Inlet
chamber cover of M-30 grade as per
drawing and specifications
Providing & Fixing RCC precast Inlet
chamber frame of M-30 grade as per
drawing and specifications
Providing SEMI DENSE
BITUMINOUS CONCRETE (SDBC)
with aggregates as per gradation and
bitumen for mixing @ 5.50% by Wt.
18 of total mix as binder by batch mix
(D) type hot mix plant including cost of
fuel, oil, lubricant and labour charges
tests required to be carriedout including
cost of aggregates and including cost of
SDBC (Excluding cost of bitumen) 0.00 980.71 MT
Providing and filling yellow soil/mixed
soil with necessary dumping filling of
the trenches of each layer not exceeding
150mm depth of not including watering, 6000.00 301.78 CM
raming,consolidation,labour charge &
tests required to be carriedout etc.,
Earth work in embankment for
subgrade and shoulders by using
mechanical means with approved
material AS HARD
MURRUM/QUARRY SPALL having
4 days soaked CBR equal to or more
than 8%, laying in layers not exceeding
18 250 mm loose, breaking clods, dressing
(F) to the required lines, curves, grades,
watering to OMC and compacting to
97% modified Proctor density with
vibratory rollers having minimum 80 -
100 KN staticweight including all
lobour, equipments charges & tests
required to be carriedout with all leads
and lifts etc. complete.
Providing Rubble pitching with hard
stone of aooroved quality in cement
18 mortar 1: 6 (1 cement : 6 coarse sand)
(G) including leveling up,curing
etc.complete excliding pointing
Providing & Filling Rubbles
18 including hand packing & filling
(H) interstics with Quarry Spalls complete
for all leads and lifts.
Stabilization of existing ground soil of
road base by excavation up to 200mm
depth, pulverizing the soil using
equipments like disc harrows,
rotavators or any other suitable
machineries to make soil in finer size,
removal of vegetation or any other
deleterious matter, stumps of trees,
including excavation of existing base,
stacking of soil, spreading of soil in
layer, mixing with using lime - Flyash
admixture with excavated sub base soil,
free from organic matter/deleterious
18(I) material . The lime shall be commercial 0.00 309.06 CM
dry lime confirming latest revision of IS
1514, slaked at site or pre-slaked with
CaO content not less than 70 per cent,
Fly ash to conform to latest revision of
IS 3812 gradation as per clause 4.3 of
IRC: 88-1984, lime + fly ash content
ranging approximately 10 to 30 per
cent, ratio of lime: fly ash : soil shall be
approximately 3:12:85 or both of
proportions as per design mix to
achieve the minimum CBR value after
days soaking to be 8 per cent in
laboratory and 5 percent at site.
Supply & Laying of Mechanically
Woven Double Twisted Hexagonal
Shaped Wire Mesh Gabion Boxes of
required size, Mesh Type 10x12cm,
Zinc and PVC coated, Mesh Wire dia.
2.7/3.7mm (ID/OD), mechanically
edged / selvedged, with heavy coating
of galvanization as per EN 10223-
3/ASTM A975 with partitions at every
1m interval and properly packed with
approx 200mm size rubble including
transportion and placing at indicated
place as per direction of engineer in
charge including tools, plants, labour,
material, royalty charge etc in all
respect and stiching with lacing wire of
dia 2.2/3.2 mm (ID/OD), including all
safty precautions and with all lead lift.
Providing and laying of thermally
18 bonded non wovengeotextile of
(K) approved brand and quality beneath
theGabian wall as directed.
Carting and conveying of bitumen from
refinery / any depot of oil companies to
Surat including loading & unloading in
suitable tanks/drums etc. Complete
(without octroi charge applicable from
[1] From Koyali and Savli refinery
[2] From Vapi 0.00 755.34 MT
[3] From Mumbai 0.00 1426.54 MT
[4] From Hazira 0.00 265.84 MT
Total of Part-I
20 FOOTPATH, KERB & DIVIDER
Excavating the road surface upto
required depth including removing the
excavated materials and depositing on
the road side upto 50 mt. lead etc.
20.1 complete. Including labour, machinery 200.00 109.41 C.M.
& equipments require to complete this
item and as detailed in tender
specification & as directed by engineer
Dismantling of structures of
roadways, including disposing off
unserviceable material free of cost
which will be the owenrship of
20.2 contractor or as directed by the
Engineer with all leads and lift etc.
Including labour, machinery &
equipments required to complete this
(A) R.C.C. Pardi 0.00 1110.75 C.M.
(B) Removing existing Kotah Stone 0.00 50.11 S.M.
(C) Brick / Stone Masonary 0.00 577.92 C.M.
(D) Plain Concrete 0.00 639.72 C.M.
(E) Bituminious Pavement 0.00 288.65 C.M.
(F) Non Bituminious Pavement 0.00 155.25 C.M.
Preparation of subgrade with
compacting. levelling and consolidation
of subgrade with mini roller/plate
vibrator machine including watering
and filling in depression which occur
during the process. including
labour,machinery, equipments required
to execute this item etc. complete as
detailed in tender specification & as
directed by engineer in charge.
Providing and laying cement concrete
1:5:10 (1 cement : 5 coarse sand :
graded stone aggregate of 20 mm
nominal size) and curing complete
excluding cost of form work and
reinforcement for reinforced concrete in
vertical and horizontal fins upto floor
two.including labour,machinery,
equipments required to execute this
item etc. complete.
Supplying and filling fine sand
(Pana/Stone Dust/Crush sand) in
25/75 mm (Avg.) compacted thickness
over the base including necessary
20.5 compaction, watering etc. complete. 200.00 480.00 C.M.
item includes levelling by using mini
rollar/plat vibrator machine and as per
details in tender specification & as
directed by engineer in charge.
Providing 100 mm thick readymade
C.C. kerb of strength M20 (Size 300 x
380 mm) purchased from S.M.C.'s
approved paver block manufacturer and
setting in line, level and in truly vertical
position, including filling joints 10mm
width in C.M. 1:1 (1 Part of cement
part of coarse sand) smooth pointing in
C.M. 1:1 (1 Part of cement : 1 Part of
stone dust) including watering, test
required to be carriedout etc. complete
and as directed by Engineer-in-charge).
including watering, labour, tests
required to be carried out, machinery,
equipments required to execute this
item etc. complete.
A For regular edge of footpath 1000.00 228.00 R.M.
For roundling at the edge of footpath
(For fanning portion)
Providing and fixing interlocking type
Rubber Moulded cement concrete
paver block of approved shape, design
and colour having 60 mm thickness (M-
35), purchased from SMC's approved
paverblock manufacture only and fixing
on fine sand bedding. Item includes
levelling by using plate vibrator
compactor machine. Item also includes
all material colour, equipments, tools,
plants, curing, watering, cleaning, test
required to be carriedout etc. complete.
A With Colour 1000.00 524.00 S.M.
B Without Colour 1500.00 524.00 S.M.
C With Colour (Produced by C&D Waste) 0.00 408.50 S.M.
Without Colour (Produced by C&D
As per CE note no.:1910, 4.7.2022
1 Recycle Product produced by C&D
waste project plant (Max. usage 20% of
total requirement. Refer this note
Providing and setting 50 to 60 mm thick
rouge kotah stone water table in line,
level and in required gradient including
25 mm thick beddcing in C.M. 1:6 (1
Part of cement : 6 Part of coarse sand)
with sufficient ramming consolidation.
20.8 Providing joints in C.M. 1:3 (1 Part of
cement : 3 Part coarse sand) and smooth
pointing in C.M. 1:1 (1 Part of Cement,
1 Part of coarse sand) including
watering etc. complete and as per
details in tender specification & as
directed by engineer in charge.
B Size : 1' x 1'(40 to 50 mm thick) 0.00 125.88 R.M.
Providing and fixing in position
readymade cement concrete Water
Drain Slab ( 300 x 300 x 80 mm ) M-
30 Grade with all labour, material, 100.00 189.00 R.M.
testing charge etc. complete as per
details in tender specification & as
directed by engineer in charge.
20.8 Readymade water drain channel ( 600 x 100.00 353.00 R.M.
Supplying and fixing RCC collar (300
mm dia) for tree plantation including all
taxes, carting, loading, unloading etc.
20.9 complete.with all labour, material 0.00 60.00 Nos.
charge etc. complete as per details in
tender specification & as directed by
engineer in charge.
Providing and applying two coats of
synthetic enamel paint including
20.10 primer to kerb as per technical 5000.00 90.00 S.M.
specifications and as directed by
Engineer-in-charge.
Painting two coats of enamel paint
(Excluding priming coat) over
20.10 previously painted wall after removing
(A) entire surface with even shade &
surface after removing dirt, dust foreign
matter etc. comp.
Removing existing kotah stone
flooring in mortar and vertical stone
kerbing including stacking of
serviceable material carting at SMC
store disposal of unserviceable material
with all lead and lift.
Removing and resetting existing
rough kotah stone water table for
footpath in line, level and proper
gradient including 25 mm thick bedding
in CM 1:6 (1 Part of Cement, 6 Part of
coarse sand) with sufficient ramming,
20.12 consolidation, Providing joints in C.M. 0.00 63.89 R.M.
1:3 (1 Cement : 3 Coarse sand) and
smooth pointing in C.M. 1:1 (1 Cement
: 1 Coarse sand) including watering etc.
complete as per details in tender
specification & as directed by engineer
Removing and resetting Existing
paver block, including all watering
20.12 leveling, cleaning, labour &
(A) Equipments chagres etc. complete as
per details in tender specification & as
directed by engineer in charge.
Removing & Restarting existing ready
made C.C.Kerb of strength of required
size & thickness in inlet, level and truly
vertical position, including filling joints 0.00 56.00 R.M.
in C.M.1:1 (1part of cement 1part of
coarse sand) smooth pointing in
Excavation for 27 cm wide and 25 cm
deep Gishi in Ashpalt Bitumeneous
road for erection of concrete wall as a
road devider and removal of all
excavated materials / asphalts etc. from
the site as per details in tender
specification & as directed by engineer
in charge at the cost of contractor.
Providing and laying cement concrete
cast-in-situ/Precast kerb in M-20 grade
as per drawing and as per details in
tender specification & as directed by
engineer in charge with all leads, lifts,
loding & unloding etc. complete.
( i ) 775mm height cement concrete
M-20 grade cast-in-situ/Precast Kerbs
& Fixing for Median as per drawing 9000.00 1091.00 R.M.
and as per details in tender specification
& as directed by engineer in charge.
in size cement concrete M-20 grade pre
cast Kerbs & Fixing as per drawing
Purchsed from SMC's approved 0.00 380.00 R.M.
manufactures and as per details in
tender specification & as directed by
engineer in charge.
Providing and laying cement concrete
cast-in-situ Guard Stone (1:2:4) (1
cement : 2 coarse sand : 4 graded stone
20.14 aggregate of 20 mm nominal size)
(A) including cost of form work including,
curing labour,machinery, equipments
required to execute this item etc.
complete. Size :- (750 X 350 X 400)
Providing and laying cement concrete
cast-in-situ Guard Stone (1:1/2:3) (1
cement : 1/2 coarse sand : 3 graded
20.14 stone aggregate of 20 mm nominal size)
(B) including cost of form work including,
curing labour,machinery, equipments
required to execute this item etc.
complete. Size :- (600 x 225 x 400)
(A) Milling the existing bituminous
pavement up to a depth of 50 mm by
milling machine in a single cutting
depth, to make a uniform surface
without disturbing the base including
20.15 diversion of traffic, removing milled 0.00 67.86 S.M.
materials and disposal of milled
material to an approved dumping yard
(within 12 km lead) including loading
and unloading, all leads and lift, fuel,
lubricant charges etc complete
Milling the existing bituminous
pavement for a depth more than 50 mm
but up to 100 mm by milling machine in
a single cutting depth to make a
uniform surface without disturbing the
base including diversion of traffic,
removing milled materials and disposal
of milled material to an approved
dumping yard (within 12 km lead)
including loading and unloading, all
leads and lift, fuel, lubricant charges etc
Milling the existing bituminous
pavement for a depth more than
mm but up to 200 mm by milling
machine in a single cutting depth to
make a uniform surface without
disturbing the base including diversion
of traffic, removing milled materials
and disposal of milled material to an
approved dumping yard (within 12 km
lead) including loading and unloading,
all leads and lift, fuel, lubricant charges
Milling the existing bituminous
pavement for a depth more than
mm but up to 300 mm by milling
machine in a single cutting depth to
make a uniform surface without
disturbing the base including diversion
20.18 of traffic, removing milled materials
and disposal of milled material to an
approved dumping yard (within 12 km
lead) including loading and unloading,
all leads and lift, fuel, lubricant charges
(AA) Milling the existing concrete
pavement for a depth up to 50 mm by
milling machine including diversion of
traffic, removing milled materials and
disposal of milled material to an
approved dumping yard (within 12 km
lead) including loading and unloading,
all leads and lift, fuel, lubricant charges
Total of Part-II
21 PAVEMENT MARKING & CAT EYE
Providing and applying 2.50 mm thick
hot applied thermoplastic road
marking of white / yellow colour on
bituminous / concrete surface with fully
automatic machines as per detailed
drawings / engineers instructions for
21.1 Lane markings, edge markings / arrows
including materials, labour charges,
tests required to be carried out etc.
complete as per details in tender
specification & as directed by engineer
a For Edge line marking of 15cm width 2500.00 367.72 S.M.
For Center Line marking of 10cm
For pedestrian markigns at junctions
c (Zebra Crossing)
For pedestrian markigns at junctions
e Letter markigns at junctions 0.00 367.72 S.M.
f Direction arrow markigns at junctions 0.00 367.72 S.M.
g For lane line marking of 15cm width 0.00 367.72 S.M.
Supplying of Molded Shank Raised
Pavement Markers made of
polycarbonate and ABS molded body
and reflective panels with micro
prismatic lens capable of providing total
internal reflection of the light entering
the lens face and shall support a load of
16000 kg 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 50 mm, 100 mm
21.2 and 100 mm and with minimum 200.00 217.40 Nos.
reflective area of 13 Sqcm on each side
and the slope to the base shall be 35 +/-
5 degree. The strength of detachment of
the integrated cylindrical shanks, (of
diameter not less than 19 +/- 2 mm and
height not less than 30+/- 2 mm) from
the body is to be a minimum value of
500 Kgf. Fixing will be by drilling
holes on the road for the shanks to go
inside, without nails and using epoxy
resin based adhesive as per
manufacturer’s recommendation and
complete as directed by the engineer.
(3M or Equivalent Brand)
Solar Stud: Supplying of Solar Raised
Pavement Markers made of
polycarbonate molded body with
circular shape, solarpowered, LED self
illumination in active mode, 360 degree
illumination and reflective panels with
micro prismatic lens capable of
providing total internal reflection of the
light entering the lens face in passive
mode. The marker shall support a load
of 20000 kg tested in accordance to
ASTM D 4280. The marker should be
resistant to dust and water ingress
according to IP 65 standards and should
withstand temperatures in the range of
C to 70 C. Color of lighting could be
provided in red or yellow(amber) as per
requirement and typical frequency of
21.3 blinking is 1 Hz. There should be 0.00 2088.68 Nos.
current losses of less than
microamperesat 2.4 V in sleep-charging
mode to enhance the life of the marker
and a full charge should provide for a
minimum autonomy of 50 hours. The
height, width and length of the marker
shall not be less than 10 mm x 100 mm
x 100 mm. Also, the surface diameter of
the marker shall not be less than
mm respectively. The weight of the
marker shall not exceed 0.5 Kilograms.
Fixing will be by drilling holes on the
road for the shanks to go inside, without
nails and using epoxy resin based
adhesive as per manufacturers
recommendation and complete as
directed by the engineer. (3M or
Equivalent Brand)
Providing Supplying and fixing post
delineators made of ABS body fitted
with high reflective, reflectors and
mounted on pipe of 50 to 70 mm dia
21.4 and height varying from 450 to 700 mm 0.00 1333.20 Nos.
to be installed etc. completed as per
direction of Engineer-in- charge.(3M or
Equivalent Brand)
Supply and Fixing of Flexible Median
Marker (FMM) from a combination of
tough, high impact resistant engineering
thermoplastic material with U shape
structure having rebound/bounce*back
property having overall height, width
and body thickness not less than
181mm, 120mm, and 6.5mm
respectively The flourscent yellow retro
reflective sheeting meeting ASTM
D4956 Typ-XI specifications, in the
21.5 FMM helps to highlight the medians 0.00 271.69 Nos.
and increase the visibility during the
night. The flexible Median Marker
should have integrated shank having
depth of min 30mm and a dia min
20mm fixed by drilling a hole on the
kerb for the shanks to go inside,without
nails and using epoxy resin based
adhesive as per manufacturer's
recommendation and complete as
directed by engineer in charge.(3M or
Equivalent Brand)
Total of Part-III
22 ROAD SIGNAGES
Cautionary warning sign :- Providing
and fixing sign boards made out of
mm aluminium sheet; size 90 x 90 x
cms. equilateral triangle 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 retro
refiectivesheeting as per latest M.O.S.T.
Specifications; 3.1 m long stand post
and frame fabricated from suitable size
22.1 iron angle of 35 x 35 x 3 mm, 75 x 75 x 20.00 3906.19 Nos.
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 as 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. (B) High Intensity
Facility Informatory Signs :-
Providing and fixing sign boards made
out of 2 mm aluminium sheet; size 80 x
60 cms. rectangle 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 retro refiective sheeting as per
latest M.O.S.T. Specifications; 3.1 m
long stand post and frame fabricated
22.2 from suitable size iron angle of 35 x 35 20.00 3990.64 Nos.
x 3 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. (B) High Intensity
Regulatory/ Mandatory Signs :-
Providing and fixing sign boards made
out of 2 mm aluminium sheet; size
cms. diameter circle 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 refiective
sheeting as per latest M.O.S.T.
Specifications; 3.1 m long stand post
and frame fabricated from suitable size
22.3 iron angle of 35 x 35 x 3 mm, 75 x 75 x 25.00 3540.12 Nos.
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. (B) High Intensity
Direction sign (Junction board) :-
Providing and fixing sign boards made
out of 2 mm aluminium sheet; size
x 122 cms. rectangle 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 retro
refiectivesheeting as per latest M.O.S.T.
Specifications; Letters and numerals
should be as per IRC -30-1968, 3.1 m
long ( 2 nos ) stand post and frame
22.4 fabricated from suitable size iron angle 10.00 21287.51 Nos.
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 60 Cms. for each leg.including
excavation, curing etc. complete under
the supervision of engineer in charge.
(B) High Intensity Grade.
Providing Supplying & Fixing jumbo
swiss type traffic bollard made out of
1.5 mm thick CRC sheet in conical
shape having 188cms, bottom dia
30cms, top dia 22cms, with top circular
direction plate of 30cms dia for arrow
fabricated as per attached drawing and
coated with black epoxy powder
22.5 coating and Retro reflectorised three 5.00 3729.97 Nos.
yellow strip 15cms wide and arrow
Micro Prismatic grade sheeting as per
ASTM 4956-09 Type-XI Fixing with
cement concrete M-25 grade,
Foundation size 30cm*30cm*35cm as
per the instruction of Engineer in
Total of Part-IV
23 TRAFFIC SAFETY ,TRAFFIC CONTROL AND SURVEY
Providing and installing barricades
including supplying, paiting with
flourscent paint/white paint and fixing
23.1 CGI sheet 24 SWG of required height
(A) as per site condition and M.S. angle of
required size to restain at 2.5 mt. c/c
and dismantalling the same after
completion of work and allowing for
movement of traffic as per drawing
and as per instruction from engineer in
Reuse of the above barricades in
item 24.1 for traffic safety purpose 20.00 28.32 SM
(B) without procuring new barricades.
Provision and fixing of traffic signs
for limited period at suitable locations
as per requirement during the
construction in construction zone
comprising of warning zone, approach
transition zone, working zone and
terminal transition zone with a
minimum distance of 60 cm from the
edge of the kerb in case of kerbed
roads and 2 to 3 m from the edge of the
23.2 carriageway in case of un-kerbed
roads, the bottom edge of the lowest
sign plate to be not less than 2 m above
the road level, fixed on 60 mm x
mm x 6 mm angle iron post, founded
and installed as per approved design
and drawings, removed and disposed
of after completion of construction
work, all as per IRC:SP:55-2001.
Provision of metal drum/empty
bitumen drumdelineator, 300 mm in
diameter, 800 mm high, filled with
earth for stability, painted in
23.3 circumferential strips of alternate black
and white 100 mm wide fitted with
reflectors 3 Nos of 7.5 cm dia, all as
Carrying out Topographic survey in
full width of road showing location of
inlet chamber, manhole of strom line
& drainage line with total station
instrument etc. on existing road along
23.4 with level survey of road for road 15.00 8800.00 Km
profile at minimum 15 mt. class
interval with chainage markings on site
including C-Section, L-Section &
centre line marking of roads as per
instruction of engineer in charge.
Supplying and fixing the necessary
blinkers, delineators, trafic cones,
23.5 etc as per site requirement and as
directed by engineer in charge.
Delineators 100.00 850.00 Nos.
Traffic cones, Etc. 500.00 423.00 Nos.
Blinkers 0.00 3850.00 Nos.
Total of Part-V
24 PAVER BLOCK ITEMS FOR
24.1 Providing and fixing in the
carriageway Interlocking concrete
pavers uni-shape (monolithic single
layer precast concrete blocks) of any
specified colour / size & shape, with
approved pattern etc. of 100 mm thick
having average crushing strength of
N/mm2 on average thickness of 45 mm 500.00 965.00 SM
uniformly graded river sand
cushioning with properly compacted
with mechanical compactor with
required level, grade and camber etc.
complete as directed by Engineer-In-
charge. (Excluding Sand bed) (At
24.2 Providing and fixing in the
carriageway Interlocking concrete
pavers uni-shape (monolithic single
layer precast concrete blocks) of any
specified colour / size & shape, with
approved pattern etc. of 80 mm thick
having average crushing strength of
N/mm2 on average thickness of 45 mm 500.00 714.00 SM
uniformly graded river sand
cushioning with properly compacted
with mechanical compactor with
required level, grade and camber etc.
complete as directed by Engineer-In-
charge. (Excluding Sand bed) (At
24.3 Providing and laying cement concrete
1:2:4 ( 1 part of cement, 2 part of
coarse sand, 4 part of graded stone
aggregate of 20 mm nominal size) in
proper line and level including
compaction, curing form work but
excluding steel reinforcement etc.
Total of Part-VI
TOTAL OF PART I + PART II + PART III + PART IV + PART
SIGNATURE OF THE CONTRACTOR
EXECUTIVE ENGINEER
NEW EAST (SARTHANA)ZONE
SURAT MUNICIPAL CORPORATION.
SURAT MUNICIPAL CORPORATION
NEW EAST (SARTHANA) ZONE
NAME OF WORK :- Construction of road layers from sub grade to binder/wearing course,
carpeting / recarpeting having width 24.00 mts. and above TP/NON TP road of Newly
Added Villages & Newly Added Draft T.P.Scheme of (Pasodara, Laskana, Kathodara,
Khadsad, Valak, Bhada , Abrama, Velanja, Umra, Kathor Etc.) falling in New East (Sarthana)
Zone of Surat city by contractor’s own Batch mix type Hot mix Plant and WMM plant to be
installed within Surat city limit with Sensor operator paver finisher with contractor's own
Machinery and Mobile Laboratory including construction/repair of footpath, divider, water
table and providing & laying/fixing of pavement markings, road studs, road signages with
other traffic safety measures. (WORK NO.01)
I/we hereby tender to execute the above mentioned work in accordance with the
accompanying specification and conditions in consideration of payment being made for
the quantity of work to be executed at PAR/at___________ % (percent) in
BELOW/ABOVE the amount worked out at the rate entered in column 4 and as per the
total as above.
Final total cost tendered as per the rate quoted above will be Rs..................................... in
And in accordance in all respects with the specification, design and instructions in
writing as per the terms and conditions specified in the bid document including Schedule A
SIGNATURE OF THE BIDDER.
EXECUTIVE ENGINEER
NEW EAST (SARTHANA) ZONE
SURAT MUNICIPAL CORPORATION.
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VOLUME-1 TECHNICAL BID 2026-27 .pdf
VOLUME-2 PRICE BID.pdf
VOLUME-3 DETAIL SPECIFICATION.pdf
Arterial des.pdf
BARRICADE.pdf
collector des.pdf
METAL DRUM DELINEATORS.pdf
Residence Des.pdf
Sub Arterial des.pdf
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