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Tender Value
₹12.6 Cr
EMD Value
₹12.6 L
Closing Date
11 Jun 2026, 6:00 pm5d left
Executive Engineer Panchayat R and B Division Bhuj-Kachchh
Resurfacing & Strengthening of Gundala-Bhalot Road Km. 0/00 to 21/50 Ta. Mundra Dist. Kutch-Bhuj under MMGSY Program-2025-2026.
311101
14-2026/2027
Open
Civil Works - Roads
Kutch
23 documents required · 23 mandatory
₹18,000
Executive Engineer Panchayat R and B Division Bhuj-Kachchh
₹12.6 L
3 Jun 2026
3 Jun 2026
3 Jun 2026
11 Jun 2026
3 Jun 2026
No. figures Amount
1 Clearing and grubbing road land including uprooting wild 8.60 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 5160.00 Cum 109.24
and 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 Murrum.
3 Earth work for embankment including breaking clods, dressing 31829.00 Cum 180.87
with 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 6359.00 Cum 22.96
including filling in depressions which occur during the process.
5 Box cutting the road surface to proper slope and camber for 8439.00 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 and lift.
6 Construction of compacted granular sub base (Grade-I, Crushed 6678.00 Cum 941.12
B.T. materials of 53 mm to 26.5 mm @ 35%, 26.5 mm to
mm @ 45%, Below 2.36 mm @ 20%) by providing close graded
material, mixing in a mechanical mix plant at OMC, carriage of a
mix material to work site, spreading uniform layers with motor
grader on prepared surface and compacting with vibratory power
roller to achieve desire density, complete clause as per
7 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 9312.00 Cum 1271.59
mm 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 2150.00 Cum 393.90
shoulder including carriage of material and spreading on
prepared base including compacting as per MOST specification
etc. complete.
9 Providing and laying bituminous grout 37.5mm compacted thick 5288.00 M.T. 2284.62
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 50 mm thick compacted B.M. using stone 7755.00 M.T. 2935.06
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
KN to 100 Kn static weight including the cost of labour oil,
lubricants etc. using contractors own machineries and plant.
11 Providing and laying 20mm thick mix seal surfacing using B.T. 3243.00 M.T. 3549.14
chips as per required gradation and mixing asphalt grade VG-30
@ 5.10% by weight of total mix and mixing by contractor's own
drum mix plant and laying by sencer paver finisher and
consolidation with vibratory roller including necessary firewood,
oil, lubricants, labour charges etc. using contractor's own drum
mix plant and equipment, tool etc. completed in accordance with
the requirement of specification.
12 Providing and filling in foundation with ordinary cement concrete 2082.00 Cum 3327.08
M-100 mix and providing necessary vertical pin headers including
formwork, vibrating, ramming and curing complete.
13 Proving and laying cement concrete grade M-20 for C.C. road 2750.00 Cum 5189.38
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.
14 Proving and laying cement concrete grade M-20 for C.C. wearing 278.00 Cum 4107.67
coat 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.
15 Providing and fixing in position I.S.I. mark Fe-500D T.M.T. bar 48.70 M.T. 73243.02
reinforcement including cutting, bending and tying complete as
per detailed drawing (A) R.C.C. kerb (B) R.C.C. Footpath (C)
R.C.C. Approach slab (D) Wearing coat.
16 Providing & fixing “FLOOD GUAGE POST” on causeway / Dip 6.00 No. 2084.05
having “[“ channel size 100 x 50 mm i.e. C.C. 1:2:4 in headwall
i.e. painting & lettering with ordinary paint colour as per instruction
of engineer in charge.
17 Providing & fixing “FLOOD WARNING POST” on causeway / Dip 6.00 No. 4133.22
having rectangular size (1.20 mtr. x 0.90 mtr.) 20.00 gauge thick
M.S. Plate & 2.90 mtr. deep double angle 60 x 60 x 6 mm size
including fitting the M.S. Plate in double angle 30 x 30 x 6 mm
size painting & lettering with ordinary paint colour as per
instruction of engineer in charge. (fixing in C.C. 1:2:4)
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
18 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 22.00 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.)
19 Providing and fixing Hectometer stone as per I.R.C. type design 86.00 No. 116.08
including painting, lettering etc.complete (i) Fixing in earth.
20 Providing and fixing Guard stone as per I.R.C. type design 662.00 No. 103.56
including white washing etc. complete (i) Fixing in earth.
21 Direction sign (Junction board) :- Providing and fixing sign boards 7.00 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)
22 Regulatory / Mandatory signs : Providing and fixing sign boards 30.00 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 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 Village name/ Bump Ahead sign :- Providing and fixing sign board 8.00 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
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).
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
24 Hazard Marker Sign :- Providing and fixing sign board made out 36.00 No. 2423.74
of 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
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
25 STOP SIGN :- Providing and fixing sing boards made out of 2mm 4.00 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).
26 Road marking with hot applied thermoplastic paints with 6450.00 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
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
27 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 200.00 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
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
+/- 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.
28 Cautionary Warning Sign :- Providing and fixing sign board made 72.00 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
75 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).
29 Excavation for foundation up to 1.50 mt. depth including sorting 830.00 Cum 215.77
out and stacking of useful material and disposing off the
excavated stuff within all lead and lift for all sorts of soil.
30 Providing and casting in situ ordinary cement concrete M-150 mix 742.00 Cum 3794.30
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.
31 Supplying and fixing ISI reinforced concrete heavy duty non- 157.50 Meter 5560.01
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.
32 White washing with lime on wall surface (two coats) to give an 462.00 Sq.m. 12.70
even shade including thoroughly brooming the surface to
removed all dirt, dust mortar drops and other foreign matter.
33 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate of 7.00 No. 279.69
marble stone set in C.C. 1:4 including finishing and engraving
letters etc. complete.
34 Providing and laying in position I.S.I. mark Fe-500D T.M.T. bar 5.00 M.T. 73858.69
reinforcement including cutting, bending and tying complete as
per detailed drawing (A) Piers (B) Abutments (C) R.C.C. returns.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
35 Filling available excavated earth (excluding rock) in trenches, 256.00 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.
36 Providing & laying weep hole in abutments and returns by using 288.00 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.
37 Excavation for foundation in hard murrum and boulders and very 1630.00 Cum 611.33
stiff or sticky, clays and other similar strata including shoring and
strutting and dewatering as necessary and disposing of the
excavated stuff as directed.
38 Providing and filling in foundation with ordinary cement concrete 324.00 Cum 3697.61
M-150 mix and providing necessary pin headers including
shuttering, scaffolding, laying, vibrating, curing complete.
39 Providing and casting in situ ordinary cement concrete M-150 for 333.00 Cum 3737.14
R.C.C. Raft and cut-off walls including necessary shuttering
laying, vibrating, ramming and curing complete.
40 Providing and casting in situ controlled cement concrete M-300 293.00 Cum 4817.70
for R.C.C. Raft and cut-off walls including necessary shuttering
laying, vibrating, ramming and curing complete.
41 Providing and casting in situ controlled cement concrete M-300 245.00 Cum 4537.93
mix and providing necessary pin headers including shuttering,
scaffolding, laying vibrating, curing and finishing etc. complete
without grooves (Height from 0.0 to 5.0 mt.}
42 Providing and casting in situ ordinary cement concrete M-200 mix 1014.00 Cum 4273.31
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.
43 Providing and casting in situ controlled cement concrete M-300 168.00 Cum 5894.36
for R.C.C. solid slab including centering, scaffolding, curing and
finishing complete.
44 Providing and casting in situ controlled cement concrete M-400 37.00 Cum 5657.01
for average 100 mm thick wearing coat laid as directed including
tempering, vibrating, finishing, curing and filling in joints with
bituminous complete.
45 Providing and fixing in position I.S.I. mark Fe-500D (T.M.T.) bar 58.00 M.T. 84021.32
reinforcement including providing fusion epoxy coating not less
than 175 micron thickness and upto 300 micron to reinforcement
bars as per IS-13620-1993/ASTM-775 M including testing of
coating at plant and all taxes including cutting, bending, hooking
and tying complete as per detailed drawing for the following (A)
Piers (B) Abutment (C) R.C.C. returns.
46 Providing & laying weep hole in abutments and returns by using 451.00 No. 86.70
A.C. pipe of 100mm dia. including laying in proper grade and
jointing the completed as per detailed specification.
47 Providing and laying filter media 600 mm thick as directed at the 739.00 Sq.m. 1239.36
back of abutments and returns and wing walls as per detailed
specifications.
48 Providing pre-moulded asphalt filler joints as per drawings. (A) 18.00 Sq.m. 703.53
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
49 Reinforced Cement Concrete Crash Barrier (Provision of an 198.00 Rmt. 8289.07
Reinforced cement concrete crash barrier at the edges of the
road, approaches to bridge structures and medians, constructed
with M-40 grade concrete with TMT reinforcement Fe-500 (D)
conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at
expansion joints filled with pre-moulded asphalt filler board, keyed
to the structure on which it is built and installed as per design
given in the enclosure to MOST circular No. RW/NH - 33022/1/94-
DO III dated 24 June 1994 as per dimensions in the approved
drawing and at locations with necessary priming coat and 3 coat
of painting complete with yellow and black patta as directed by
the Engineer in charge, all as specified)
50 Dismentaling the existing structure including removing and 443.00 Cum 930.35
stacking the dismentelled materials as and where directed. (A)
R.C.C. work.
51 Dismentaling the existing structure including removing and 125.00 Cum 409.22
stacking the dismentelled materials as and where directed. (B)
Rubble masonary.
52 Providing the diversion by proper means i.e. in proper grade, 200.00 Rmt. 897.17
camber and approach etc. for easy passing of traffic including
providing necessary sign board, making etc. and maintaining the
same during the period of work up to completion of work.
TOTAL Rs.
i.e. Rs. Twelve Crore Sixty lacs Sixteen thousand Six hundred Thirty Four and Seventy One paisa only.
I/We am/are willing to carry out the work @ ______________ % 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.
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 diversion and dismantalled materials of amount of Rs. 2,69,753.80 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,
Mundra Bhuj-Kutch Bhuj-Kutch
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GRs.pdf
GR PREQUALIFICATION CRITERIA - 22-06-20.pdf
GR - PQ bid capacity - 12.10.2020.pdf
6_All GRs.pdf
General Arrangement Drawing.pdf
INDEX (GRs).pdf
BOQ.pdf
Drawings.pdf
General Techical Specifications.pdf
GRs - MMGSY.pdf
pq-gundala bhalot.pdf
SBD GUNDALA BHALOT.pdf
Specification Index.pdf
Testing schedule.pdf
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