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Tender Value
₹4.8 Cr
EMD Value
₹4.8 L
Closing Date
21 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer Panchayat R and B Division Bhuj-Kachchh
Resurfacing of Nagavaladiya Vira Jogninar Road Km. 0/0 to 12/00 Ta. Anjar Dist. Bhuj under Bughet Lump Provision Year-2023-24
300394
04-2026/2027
Open
Civil Works - Roads
Kutch
7 documents required · 7 mandatory
₹6,000
Executive Engineer Panchayat R and B Division Bhuj-Kachchh
₹4.8 L
1 May 2026
1 May 2026
1 May 2026
21 May 2026
1 May 2026
No. figures Amount
1 Clearing and grubbing road land including uprooting wild 4.80 Hect. 28455.09
vegetation grass bushes, shrubs, sapling and trees of girth up to
300mm removal of stumps of trees cut earlier and disposal of
unserviceable materials and stacking of serviceable materials as
per Clause-201 (area of light density) by mechanical means in area
of light jungle.
2 Earthwork in cutting including preparing the slope and camber and 2880.00 Cum 134.47
stacking or utilizing the cutting stuff in spoil bank as directed upto
200 meters from the end of cutting with all lead and lift. (A) Hard
3 Earth work for embankment including breaking clods, dressing with 3665.00 Cum 180.87
all lead and lift (Including watering and consolidation) (C) from
borrow area within all lead and lift (with minimum 6% CBR)
4 Rolling and watering of earthwork in layers with power roller 2880.00 Cum 22.96
including filling in depressions which occur during the process.
5 Box cutting the road surface to proper slope and camber for 1379.00 Cum 109.24
making a base for road work including removing the excavated
stuff and depositing on the road side slope as directed upto all lead
6 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm 829.00 Cum 1213.01
size including 0.27 Cu.M. Stone screening & 0.08 Cu.M. stone dust
as filler including spreading, watering & consolidation by vibratory
roller 80KN to 100KN static weight.100mm thick compacted.
7 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm 554.00 Cum 1094.84
size including 0.12 Cu.M. Stone screening & 0.08 Cu.M. stone dust
as filler including spreading, watering & consolidation by vibratory
roller 80KN to 100KN static weight. 75mm thick compacted.
8 Providing and laying compacted of specified murrum in side 2400.00 Cum 392.89
shoulder including carriage of material and spreading on prepared
base including compacting as per MOST specification etc.
9 Providing and laying bituminous grout 37.5mm compacted thick 4858.00 M.T. 2386.63
using B.T. stone aggregates as per required gradation with the
asphalt VG-30 grade for tack coat 2.5 Kg/10 Smt on B.T. surface
and 4.0 Kg/10 Smt on W.B.M. surface and asphalt VG-30 grade for
mixing @ 1.99% i.e. 19.90 kg./ MT by weight of mix including
heating and mixing in drum mix plant transporting the mix,
spreading the same by pavers finisher and consolidation as per
MORTH specification including cost of all materials fuels, labors,
tools and plant etc. using contractors own drum mix plant etc.
completed as directed.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
10 Providing and laying 37.50 mm thick compacted B.M. using stone 5344.00 M.T. 2821.94
chips 0.66 Cum/1 M. ton mix as per gradation with Asphalt VG-30
for tack coat @ 2.50 kg./10 Smt. on B.T. surface and asphalt grade
VG-30 for mixing @ 34 kg/M.Ton (i.e. 3.40% of mix) including
heating the and aggregate by continuous batching drum mix plant,
transporting and mixed material and spreading the same by paver
finisher and consolidation by vibratory roller of 80 KN to 100 Kn
static weight including the cost of labour oil, lubricants etc. using
contractors own machineries and plant.
11 Providing and laying bituminous seal coat with stone chips 6 to 10 1767.00 M.T. 3077.47
mm size 0.18 Cmt/10 smt i.e. using 0.66 cmt aggregate per M.T
mix using asphalt VG-30 @ of 4.50% of mix including heating the
asphalt and aggregate by continuous batching drum mix plant and
paver finisher and consolidating by vibratory roller including
providing equipment, tools, plant, firewood, oil, kerosene, labour
charges etc. using the contractors own machinery and plant.
12 Proving and laying cement concrete grade M-20 (1-Cement : 1.5 273.00 Cum 4873.25
sand : 3 coarse aggregate 20mm nominal size) for C.C. road and
curing etc. complete including cost of formwork, finishing the
cement concrete road by Trimix process inclusive of labour
charges for trimix vaccume dewatering process on cement
concrete road by using vaccume dewatering pump, surface floater,
including chanelling and making grooves & rough finish to surface,
providing expansion joint, construction joint including filling the joint
with asphalt filler as per direction by engineer in charge and as per
specification.
13 Providing I.S.I. mark T.M.T. bar Fe-500D reinforcement for R.C.C. 12.54 M.T. 77285.20
work including bending, binding and placing in position complete
upto floor two level.
14 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 12.00 No. 704.33
including 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.)
15 Providing and fixing Hectometer stone as per I.R.C. type design 48.00 No. 116.08
including painting, lettering etc.complete (i) Fixing in earth.
16 Providing and fixing Guard stone as per I.R.C. type design 460.00 No. 103.56
including white washing etc. complete (i) Fixing in earth.
17 Direction sign (Junction board) :- Providing and fixing sign boards 1.00 No. 14831.71
made out of 2mm aluminium sheet size 244 x 122cms. 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
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 iron angle of 50 x 50 x
5mm, 75 x 75 x 6mm 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)
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
18 Regulatory / Mandatory signs : Providing and fixing sign boards 48.00 No. 3439.81
made out of 2mm 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
reflective sheeting as per latest M.O.S.T. Specifications; 3.1m long
stand post and frame fabricated from suitable size iron angle of
x 35 x 3mm, 75 x 75 x 6mm 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
19 Village name/ Bump Ahead sign :- Providing and fixing sign board 2.00 No. 5045.36
made out of 2 mm alluminium sheet size 90 x 60 cms rectangle as
per the design of IRC-67-1977 pre treated with phospheting
process and acid etching coated with one coat of epoxy primer and
two coats of best quality epoxy paint reflectorised with retro
reflective sheeting as per latest M.O.R.T.H. specifications. Letters
and numerals should be as per IRC-30-1968, 310m long (2 Nos.)
stand post and frame fabricated from suitable size iron angle of
x 50 x 5 mm painted with best quality epoxy coating 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 C.C. block of size 45 x 45 x
cms for each leg including excavation, curing etc. complete under
the supervision of Engineer-in-charge (A) Engineer grade (VR).
20 Citizen' s information Board- Providing and fixing of typical MMGSY 1.00 No. 21435.09
information board as per instruction. Two MS plates of 1.6 mm
thick, of 900 mm x 750mm size fixed at top & bottom duly welded
with MS angles of 25 x 25 x 5 mm thick M.S plate shall be welded
by two vertical M.S flats & four horizontal M.S flates 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. Painting New letters & figure of any shade with
ready mixed synthetic enample paint of superior quality in required
shade and colour, 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 warranty for
7 years for the Retro reflective sheeting from original manufacturer
& a certified copy of 3 year outdoor exposure test report from third
party test lab for the product offered shall be submitted by
contractor.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
21 Hazard Marker Sign :- Providing and fixing sign board made out of 24.00 No. 2423.74
2mm aluminium sheet size 90 x 30 cms. rectangle as per the
design / drawing attached (IRC) pretreated with phospheting & acid
etching, coated with one coat of epoxy primer and two coats of best
quality epoxy paint reflectorised with retro reflective sheeting as per
latest M.O.S.T. specification, 3.1m long stand post and frame
fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x
x 5mm painted with best quality epoxy coatings. The fixing at site
shall be in 1:2:4 C.C. 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).
22 STOP SIGN :- Providing and fixing sing boards made out of 2mm 2.00 No. 4676.06
aluminium sheet size 90 x 90cms. rectangle as per the design of
IRC-67-1977 pretreated with phospheting process & acid etching,
coated with one coat of epoxy primer and two coats of best quality
epoxy paint reflectorised with retro reflective 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, 75 x 75 x 6mm 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).
23 Road marking with hot applied thermoplastic paints with 3600.00 Sq.m. 367.72
reflectorising glass beads on bitumen 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 luminance
coefficient on cement road shall 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.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
24 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 1334.00 No. 326.23
Raised Pavement Markers made of polycarbonate and ABS
moulded body and reflective panels with micro prismatic lens (No
Glass bead lens) capable of providing total internal reflection of the
light entering the lens face and shall support a load of 13635 kgs.
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 20 mm, 130 mm and 130 mm and with
minimum 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 +/-
mm and height not less than 30+/- 2 mm) from the body is to be a
minimum value of 500 Kgs. 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
the color of the marker should be as per the IRC 35-2015 and as
directed by Engineer-in-charge.
25 Cautionary Warning Sign :- Providing and fixing sign board made 48.00 No. 3808.66
out of 2mm aluminium sheet size 90 x 90 x 90 cms equilateral
triangle as per the design of IRC-67-1977. Pre treated with
phospheting process and acid etching coated with one coat of
epoxy primer and two coats of best quality epoxy paint,
refloctrorized with retro reflective sheeting as per the latest
M.O.R.T.H. specification, 3.1 Mt. long stand post and frame
fabricated from suitable size iron angle of 35 x 35 x 3 mm, 75 x
x 6 mm; painted with best quality epoxy coating 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) Engineer grade (VR).
26 Type - A, "W" : Metal Beam Crash BarrierProviding and erecting a 300.00 Rmt 2996.67
"W" metal 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, 150 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 15:1367 and 15:1364, metal beam rail to be
fixed on the vertical post with a spacer of channel section 150 x
x 5 mm, 330 mm long complete as per clause 810 including
necessary exc·avation of Post, providing Levelling course M-10
(Size 0.65x0.65x0.10 m) & foundation concrete in M-200 (Size
0.5x0.5x0.15 + 0.3x0.3x0. 70) as per requirement and instruction
from engineer in charge.
27 Excavation for foundation up to 1.50 mt. depth including sorting out 869.00 Cum 216.84
and stacking of useful material and disposing off the excavated
stuff up to 50 meter lead. (B) Dence or hard soil
28 Providing and filling in foundation with ordinary cement concrete M- 473.00 Cum 3327.08
100 mix and providing necessary vertical pin headers including
formwork, vibrating, ramming and curing complete.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
29 Providing and casting in situ ordinary cement concrete M-150 mix 910.00 Cum 3849.71
and providing necessary pin headers including shuttering,
scaffolding, laying, vibrating, curing and finishing complete without
V-grooves. (A) Height from 0.0 M. to 5.0 M.
30 Supplying and fixing ISI reinforced concrete heavy duty non- 150.00 Meter 3729.58
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 diameter. (v) 1200 mm dia.
31 White washing with lime on wall surface (two coats) to give an 502.00 Sq.m. 12.70
even shade including thoroughly brooming the surface to removed
all dirt, dust mortar drops and other foreign matter.
32 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate of 10.00 No. 279.69
marble stone set in C.C. 1:4 including finishing and engraving
letters etc. complete.
33 Providing and maintaining a road diversion for traffic during the 10.00 No. 2020.00
work in progress till completion of work including providing red
lamps and necessary sign boards etc. complete. (For C.D. Works)
34 Dismentaling the existing structure including removing and stacking 273.00 Cum 930.35
the dismentelled materials as and where directed. (A) R.C.C. work.
35 Dismentaling the existing structure including removing and stacking 179.00 Cum 409.22
the dismentelled materials as and where directed. (B) Rubble
36 Filling available excavated earth (excluding rock) in trenches, 285.00 Cum 136.92
plinth, sides of foundation etc. in layer not exceeding 20 cm in
depth consolidating each deposited layer by ramming and watering
etc. complete.
37 Providing & laying weep hole in abutments and returns by using 375.00 No. 186.08
P.V.C. 10 Kg/Sqcm pipe of 110mm dia. including laying in proper
grade and jointing the completed as per detailed specification.
38 Providing and laying filter media 600 mm thick as directed at the 375.00 Sq.m. 1239.35
back of abutments and returns and wing walls as per detailed
specifications.
As per T.S. Amount TOTAL Rs.
i.e. Rs. Sixty Four lacs Nine hundred Eighty Four and Ninety Eight paisa only.
I/We am/are willing to carry Deputy
out the Executive
work Engineer
Divisional
EngineerAccount
@ ______________ Officer
% above/below percent (Should be written
in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.
Estimated amount put to tender Estimated amount put to tender
Deduct………% below Add………% Above
Net Rs. ___________________________ Total Rs. ________________________
In words ____________________ In words ____________________
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.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
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.
5. Credit for dismantalled materials of amount of Rs. 38,520.00 must be recovered from 1st R.A. bill of
Contractor's.
Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me
and found order.
Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer
Panchayat (R & B) Sub Division, Panchayat (R & B) Division, Panchayat (R & B) Division,
Anjar Bhuj Bhuj
12/00 Ta. Anjar Dist. Bhuj under Bughet Lump Provision Year-2023-24
SPECIFICATION INDEX
Applicable Separate
Description of Item Road Specification
attached reference
1 Clearing and grubbing road land including uprooting wild vegetation grass As per seperate sheet
bushes, shrubs, sapling and trees of girth up to 300mm removal of attached.
stumps of trees cut earlier and disposal of unserviceable materials and
stacking of serviceable materials as per Clause-201 (area of light
density) by mechanical means in area of light jungle.
2 Earthwork in cutting including preparing the slope and camber and As per seperate sheet
stacking or utilizing the cutting stuff in spoil bank as directed upto 200 attached.
meters from the end of cutting with all lead and lift. (A) Hard Murrum.
3 Earth work for embankment including breaking clods, dressing with all As per seperate sheet
lead and lift (Including watering and consolidation) (C) from borrow area attached.
within all lead and lift (with minimum 6% CBR)
4 Rolling and watering of earthwork in layers with power roller including As per seperate sheet
filling in depressions which occur during the process. attached.
5 Box cutting the road surface to proper slope and camber for making a As per seperate sheet
base for road work including removing the excavated stuff and depositing attached.
on the road side slope as directed upto all lead and lift.
6 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm size As per seperate sheet
including 0.27 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler attached.
including spreading, watering & consolidation by vibratory roller 80KN to
100KN static weight.100mm thick compacted.
7 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm size As per seperate sheet
including 0.12 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler attached.
including spreading, watering & consolidation by vibratory roller 80KN to
100KN static weight. 75mm thick compacted.
8 Providing and laying compacted of specified murrum in side shoulder As per seperate sheet
including carriage of material and spreading on prepared base including attached.
compacting as per MOST specification etc. complete.
9 Providing and laying bituminous grout 37.5mm compacted thick using As per seperate sheet
B.T. stone aggregates as per required gradation with the asphalt VG-30 attached.
grade for tack coat 2.5 Kg/10 Smt on B.T. surface and 4.0 Kg/10 Smt on
W.B.M. surface and asphalt VG-30 grade for mixing @ 1.99% i.e.
kg./ MT by weight of mix including heating and mixing in drum mix plant
transporting the mix, spreading the same by pavers finisher and
consolidation as per MORTH specification including cost of all materials
fuels, labors, tools and plant etc. using contractors own drum mix plant
etc. completed as directed.
Applicable Separate
Description of Item Road Specification
attached reference
10 Providing and laying 37.50 mm thick compacted B.M. using stone chips As per seperate sheet
0.66 Cum/1 M. ton mix as per gradation with Asphalt VG-30 for tack coat attached.
@ 2.50 kg./10 Smt. on B.T. surface and asphalt grade VG-30 for mixing
@ 34 kg/M.Ton (i.e. 3.40% of mix) including heating the and aggregate
by continuous batching drum mix plant, transporting and mixed material
and spreading the same by paver finisher and consolidation by vibratory
roller of 80 KN to 100 Kn static weight including the cost of labour oil,
lubricants etc. using contractors own machineries and plant.
11 Providing and laying bituminous seal coat with stone chips 6 to 10 mm As per seperate sheet
size 0.18 Cmt/10 smt i.e. using 0.66 cmt aggregate per M.T mix using attached.
asphalt VG-30 @ of 4.50% of mix including heating the asphalt and
aggregate by continuous batching drum mix plant and paver finisher and
consolidating by vibratory roller including providing equipment, tools,
plant, firewood, oil, kerosene, labour charges etc. using the contractors
own machinery and plant.
12 Proving and laying cement concrete grade M-20 (1-Cement : 1.5 sand : 3 As per seperate sheet
coarse aggregate 20mm nominal size) for C.C. road and curing etc. attached.
complete including cost of formwork, finishing the cement concrete road
by Trimix process inclusive of labour charges for trimix vaccume
dewatering process on cement concrete road by using vaccume
dewatering pump, surface floater, including chanelling and making
grooves & rough finish to surface, providing expansion joint, construction
joint including filling the joint with asphalt filler as per direction by
engineer in charge and as per specification.
13 Providing I.S.I. mark T.M.T. bar Fe-500D reinforcement for R.C.C. work As per seperate sheet
including bending, binding and placing in position complete upto floor two attached.
14 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 As per seperate sheet
including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 attached.
including painting, lettering etc. complete (For O.D. road V.R.)
15 Providing and fixing Hectometer stone as per I.R.C. type design including As per seperate sheet
painting, lettering etc.complete (i) Fixing in earth. attached.
16 Providing and fixing Guard stone as per I.R.C. type design including As per seperate sheet
white washing etc. complete (i) Fixing in earth. attached.
17 Direction sign (Junction board) :- Providing and fixing sign boards made As per seperate sheet
out of 2mm aluminium sheet size 244 x 122cms. rectangle as per the attached.
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 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 iron angle of 50 x 50 x 5mm, 75 x 75 x 6mm 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)
Applicable Separate
Description of Item Road Specification
attached reference
18 Regulatory / Mandatory signs : Providing and fixing sign boards made out As per seperate sheet
of 2mm aluminium sheet size 60cms. diameter circle as per the design of attached.
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 reflective 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, 75 x 75 x 6mm 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)
19 Village name/ Bump Ahead sign :- Providing and fixing sign board made As per seperate sheet
out of 2 mm alluminium sheet size 90 x 60 cms rectangle as per the attached.
design of IRC-67-1977 pre treated with phospheting process and acid
etching coated with one coat of epoxy primer and two coats of best
quality epoxy paint reflectorised with retro reflective sheeting as per latest
M.O.R.T.H. specifications. Letters and numerals should be as per IRC-30-
1968, 310m long (2 Nos.) stand post and frame fabricated from suitable
size iron angle of 50 x 50 x 5 mm painted with best quality epoxy coating
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 C.C. 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 (VR).
20 Citizen' s information Board- Providing and fixing of typical MMGSY As per seperate sheet
information board as per instruction. Two MS plates of 1.6 mm thick, of attached.
900 mm x 750mm size fixed at top & bottom duly welded with MS angles
of 25 x 25 x 5 mm thick M.S plate shall be welded by two vertical M.S
flats & four horizontal M.S flates 5 mm thick to 75 mm x 75 mm of
SWG square tubes posts duly embedded in cement concrete M-15 grade
blocks of 600mm x 600mm x 75mm, below ground level. Painting New
letters & figure of any shade with ready mixed synthetic enample paint of
superior quality in required shade and colour, 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
warranty for 7 years for the Retro reflective sheeting from original
manufacturer & a certified copy of 3 year outdoor exposure test report
from third party test lab for the product offered shall be submitted by
contractor.
21 Hazard Marker Sign :- Providing and fixing sign board made out of 2mm As per seperate sheet
aluminium sheet size 90 x 30 cms. rectangle as per the design / drawing attached.
attached (IRC) pretreated with phospheting & acid etching, coated with
one coat of epoxy primer and two coats of best quality epoxy paint
reflectorised with retro reflective sheeting as per latest M.O.S.T.
specification, 3.1m long stand post and frame fabricated from suitable
size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted with best
quality epoxy coatings. The fixing at site shall be in 1:2:4 C.C. 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).
Applicable Separate
Description of Item Road Specification
attached reference
22 STOP SIGN :- Providing and fixing sing boards made out of 2mm As per seperate sheet
aluminium sheet size 90 x 90cms. rectangle as per the design of IRC-67- attached.
1977 pretreated with phospheting process & acid etching, coated with
one coat of epoxy primer and two coats of best quality epoxy paint
reflectorised with retro reflective 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, 75 x 75 x 6mm 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).
23 Road marking with hot applied thermoplastic paints with reflectorising As per seperate sheet
glass beads on bitumen surface providing and laying a hot applied attached.
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 luminance coefficient on cement road shall be min
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.
24 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks Raised As per seperate sheet
Pavement Markers made of polycarbonate and ABS moulded body and attached.
reflective panels with micro prismatic lens (No Glass bead lens) capable
of providing total internal reflection of the light entering the lens face and
shall support a load of 13635 kgs. tested in accordance to ASTM D
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 20 mm, 130 mm and 130 mm and with
minimum 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 Kgs. 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 the color of the marker should be as
per the IRC 35-2015 and as directed by Engineer-in-charge.
Applicable Separate
Description of Item Road Specification
attached reference
25 Cautionary Warning Sign :- Providing and fixing sign board made out of As per seperate sheet
2mm aluminium sheet size 90 x 90 x 90 cms equilateral triangle as per attached.
the design of IRC-67-1977. Pre treated with phospheting process and
acid etching coated with one coat of epoxy primer and two coats of best
quality epoxy paint, refloctrorized with retro reflective sheeting as per the
latest M.O.R.T.H. specification, 3.1 Mt. long stand post and frame
fabricated from suitable size iron angle of 35 x 35 x 3 mm, 75 x 75 x
mm; painted with best quality epoxy coating 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
x 45 x 60 cms for each leg, including excavation curing etc. complete
under the supervision of Engineer-in-charge. (A) Engineer grade (VR).
26 Type - A, "W" : Metal Beam Crash BarrierProviding and erecting a "W" As per seperate sheet
metal beam crash barrier comprising of 3 mm thick corrugated sheet attached.
metal beam rail, 70 cm above road/ground level, fixed on ISMC series
channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,
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 15:1367 and
15:1364, 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
810 including necessary exc·avation of Post, providing Levelling course
M-10 (Size 0.65x0.65x0.10 m) & foundation concrete in M-200 (Size
0.5x0.5x0.15 + 0.3x0.3x0. 70) as per requirement and instruction from
engineer in charge.
27 Excavation for foundation up to 1.50 mt. depth including sorting out and As per seperate sheet
stacking of useful material and disposing off the excavated stuff up to 50 attached.
meter lead. (B) Dence or hard soil
28 Providing and filling in foundation with ordinary cement concrete M-100 As per seperate sheet
mix and providing necessary vertical pin headers including formwork, attached.
vibrating, ramming and curing complete.
29 Providing and casting in situ ordinary cement concrete M-150 mix and As per seperate sheet
providing necessary pin headers including shuttering, scaffolding, laying, attached.
vibrating, curing and finishing complete without V-grooves. (A) Height
from 0.0 M. to 5.0 M.
30 Supplying and fixing ISI reinforced concrete heavy duty non-pressure As per seperate sheet
pipes with collars for culverts carrying heavy traffic as per IS 458-1991 attached.
specifications including setting the pipes in C.M. 1:2 watering and laying
(to level or slopes) of class NP3 of following internal diameter. (v)
31 White washing with lime on wall surface (two coats) to give an even As per seperate sheet
shade including thoroughly brooming the surface to removed all dirt, dust attached.
mortar drops and other foreign matter.
32 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate of marble As per seperate sheet
stone set in C.C. 1:4 including finishing and engraving letters etc. attached.
33 Providing and maintaining a road diversion for traffic during the work in As per seperate sheet
progress till completion of work including providing red lamps and attached.
necessary sign boards etc. complete. (For C.D. Works)
34 Dismentaling the existing structure including removing and stacking the As per seperate sheet
dismentelled materials as and where directed. (A) R.C.C. work. attached.
Applicable Separate
Description of Item Road Specification
attached reference
35 Dismentaling the existing structure including removing and stacking the As per seperate sheet
dismentelled materials as and where directed. (B) Rubble masonary. attached.
36 Filling available excavated earth (excluding rock) in trenches, plinth, As per seperate sheet
sides of foundation etc. in layer not exceeding 20 cm in depth attached.
consolidating each deposited layer by ramming and watering etc.
37 Providing & laying weep hole in abutments and returns by using P.V.C. As per seperate sheet
10 Kg/Sqcm pipe of 110mm dia. including laying in proper grade and attached.
jointing the completed as per detailed specification.
38 Providing and laying filter media 600 mm thick as directed at the back of As per seperate sheet
abutments and returns and wing walls as per detailed specifications. attached.
Deputy Executive Engineer Executive Engineer
Panchayat (R & B) Sub Division Panchayat (R & B) Division
Mundra Bhuj - Kachchh
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