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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹8.0 Cr
EMD Value
₹8.1 L
Closing Date
16 Mar 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer, R&B Panchayat Division, Nadiad
Construction of Slab Drain On Various Places in Kheda District Under MMGSY (SCSP) 2025-26 Package No 14 Ta:- Kapadwanj/Thasara/Galteshwar/Kathlal Dist.:- Kheda
275834
31 of 2025-26
Open
Civil Works - Bridges
Works
Nadiad
15 documents required · 15 mandatory
₹12,000
Yes
Executive Engineer (R & B ) Panchayat Division Nadiad
₹8.1 L
Yes
12 Feb 2026
12 Feb 2026
12 Feb 2026
16 Mar 2026
12 Feb 2026
Item Rate In
(with brief specification and reference to book of Quantity Unit Amount
No. figures
specifications)
1 Clearing and grubbing road land including
uprooting rank vegetation grass bushes, shrubs,
sapling and trees girth up to 300 mm removal of
stumps of trees cut earlier and disposal of
unserviceable materials (C) By mechanical means
in area of light jungle.
2 Earthwork for embankment including breaking
clods, dressing with all lead and lift and including
watering rolling and consolidation of subgrade in
layers at O.M.C. to required dry density including
filling the depression which occur during the
process using power roller 8T to 10T. (E) From
Borrow area within Land Width (upto 10 ton)
3 Providing, laying, and compacting Quarry spall
for Road side shoulders including spreading in
uniform thickness, including rolling with vibratory
roller 80-100 kN static wt. to proper grade and
camber including watering etc. complete.
4 Construction of granular sub - base by providing
granular material of Grading-II, spreading in
uniform layers with motor grader on prepared
surface, mixing by mix in place method with front 320.00 992.77 Cum
end loader at OMC, and compacting with vibratory
roller to achieve the desired density, complete as
per clause
5 Providing, laying, spreading and compacting stone
aggregates of specific sizes to water bound
macadam (Grade-II) (M.C. Metal of size 40 to
mm) specification including spreading in uniform
thickness, hand packing , rolling with vibratory
roller 80-100 kN static wt. to proper grade and 386.00 1121.46 Cum
camber, applying and brooming, stone
screening/binding materials to fill-up the interstices
of coarse aggregate, watering and compacting etc.
complete as per Specifcation. (45 to 63mm size
M.C. Metal) (Two Layer)
Description of Item
Item Rate In
(with brief specification and reference to book of Quantity Unit Amount
No. figures
specifications)
6 Citizen' s information Board- Providing and fixing
of typical MMGSY information board as per
instruction. Two MS plates of 1.6 mm thick, of
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 7.00 12266.60 No.
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
7 MMGSY "LOGO" Board : Providing and fixing of
MMGSY LOGO informatory sign board with Logo
as per section 1700 of MORD specifications and
drawing. The board will be a composite unit
consisting of Two Plates of ACM (Aluminum
Composite Material), material specifications as per
clause 17001.3. The top most plate will be of 3mm
ACP in diamond shape of 600x600mm size,
riveted with MS angle iron frame of
25mmx25mmx5mm size on back on edges. The
Lower plate will be of 4mm ACP of 1100x300mm
size riveted with MS angle iron frame of
25mmx25mmx5mm size on back on edges.
Riveting of all the sheets over angle and flat iron
frame will be done neatly to have plain surface on
one side. The angle iron frame of Both the plates
will be welded to a 75mm x75mmx6mm Mild steel
post at Centre and this post will be embeded in
cement concrete M15 grade block of
450x450x600mm below ground level. The height
of the bottom of the lower plate will be 1200mm
from normal ground level. The spacing between
the diamond shaped plate and Lower Plate is kept
150mm. MMGSY logo, letters and numerals on the
ACM should be made up of Retro Reflective
sheeting of Type-1 AEGP Class-A grade as per
the latest MORD section 1700 and IRC 67-2012
specifications. Al the section of the frame and
posts shall be painted with primer and two coats of
epoxy paint. The design, painting and lettering
shall be done as per the MMGSY Logo sign
Description of Item
Item Rate In
(with brief specification and reference to book of Quantity Unit Amount
No. figures
specifications)
8 MMGSY Project Information Board: Providing and
fixing of typical PMGSY Project informatory sign
board with Logo as per 1700 of MORD
specifications and drawing. The board will be a
composite unit consisting of Three Plates ACM
(Aluminum Composite Material), material
specificaitons as per clause 17001.3. The top most
plate will be of 3mm ACM in diamond shape of
600x600mm size, riveted with MS angle iron frame
of 25mmx25mmx5mm size on back on edges. The
middle 4mm ACM plate of will be 1200x150mm
size riveted with MS angle iron frame of
25mmx25mmx5mm size on back on edges. The
main 4mm ACM lower most plate will be
1500mmx600mm size, riveted with MS angle iron
frame of 25mmx25mmx5mm size. Riveting of all
the sheets over angle and flat iron frame will be
done neatly to have plain surface on one side. The
angle iron frame of lower most plate and flat iron
frame of the middle plate will be welded to two
nos. 75mm x75mm (12 SWG) sheet tubes posts
placed at 1125mm apart centre to centre. the top
of the middle plate will be flushed with the top of
75mm dia medium steel tube posts and these
posts will be embeded in cement concrete M15
grade block of 450x450x600mm below ground
level. The height of the bottom of the lower plate
will be 1200mm from normal ground level and the
bottom of the middle plate will be 100mm above
the top level of the lower most plate. the diamond
shaped plate mounted over flat angle iron frame
Description of Item
Item Rate In
(with brief specification and reference to book of Quantity Unit Amount
No. figures
specifications)
9 Hazard Marker Sign :- Providing and fixing sign
boards made out of 2.0 mm aluminium sheet / 4 mm
ACP (Aluminum composite Panel); size 90x30 cms.
rectangular 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 High
Intensity Prismatic Grade retro refiective sheeting of
Type-4 as per ASTM D-4956 and latest M.O.S.T.
Specifications; 1.8mtr long stand post of Iron Angle
75 x 75 x 6mm / 65NB Circular MS Pipe as required
and frame fabricated from suitable size iron angle of
35 x 35 x 3mm; painted with best quality epoxy
coatings in black and white bends. The details of
symbol for each board shall be as per the instruction 6.00 3518.69 No.
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 warranty for
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. (B)
Class-B Type-4 Retro Reflective sheeting
Description of Item
Item Rate In
(with brief specification and reference to book of Quantity Unit Amount
No. figures
specifications)
10 Hazard Marker Sign :- Providing and fixing sign
boards made out of 2.0 mm aluminium sheet / 4 mm
ACP (Aluminum composite Panel); size 90x30 cms.
rectangular 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 High
Intensity Prismatic Grade retro refiective sheeting of
Type-4 as per ASTM D-4956 and latest M.O.S.T.
Specifications; 1.8mtr long stand post of Iron Angle
75 x 75 x 6mm / 65NB Circular MS Pipe as required
and frame fabricated from suitable size iron angle of
35 x 35 x 3mm; painted with best quality epoxy
coatings in black and white bends. The details of
symbol for each board shall be as per the instruction 4.00 2423.74 No.
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 warranty for
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. (B)
Class-B Type-4 Retro Reflective sheeting
11 Road marking with hot applied thermoplastic paints
with reflectorising glass beads on bitumin 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 beds 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 color marking should provide liminance
coefficinet on cemend road shalll be min
mcd/m2/lux and Asphalt road shall be min
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.
Description of Item
Item Rate In
(with brief specification and reference to book of Quantity Unit Amount
No. figures
specifications)
12 Cat Eye / Road Stud / RPM: Supplying of Molded
Twin Shanks Raised Pavement Markers made of
polycarbonate and ABS moulded 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 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,
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 42.00 326.23 No.
integrated cylindrical shanks, (of diameter not less
than 19 +/- 2 mm and height not less than 30+/-
mm) from the body is to be a minimum value of
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 manufacturers
recommendation and The color of the marker should
be as per the IRC 35-2015 and as directed by
Engineer-in-charge.
13 A Providing and erecting a Single "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 2.0 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 890.00 4668.86 Rmt
conform to IS:1367 and IS: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
,Fixed in M-25 Grade Concrete 1.1 x 0.5 x
complete as per clause 810. Reflector type-4
class - B High Intensity grade at Every Post as per
drawing complete as per clause
14 Excavation for foundatiuon upto 1.5 m depth
incl. Sorting out & stacking of useful material &
disposing of the excavated stuff upto 50m. Lead.
(B) Dense or hard soil.
15 Providing and filling in foundation with ordinary
cement concrete M- 100 mix and providing
necessary vertical pin headers including formwork, 1123.40 3245.56 Cum
vibrating, ramming and curing complete.
Description of Item
Item Rate In
(with brief specification and reference to book of Quantity Unit Amount
No. figures
specifications)
16 Providing and filling in foundation with ordinary
cement concrete M- 150 mix and providing
necessary vertical pin headers including formwork, 6026.40 3818.81 Cum
vibrating, ramming and curing complete.
17 Providing TMT Bar FE 500/500D reinforcement for
R.C.C. work including bending, binding and 19410.00 76.21 Kg.
placing in position complete upto floor two level
18 Dismentalling the existing structure including
removing & stacking the dismentalled materials as 2.00 5050.00 No.
and where directed
19 Providing and laying weep holes in abutments
and return by using PVC pipes of 100 mm.
diameter including laying in proper grade and 3761.00 45.81 No.
jointing etc.complete as per detailed drawings.
20 Providing and laying - Fitter Media 600mm thick
directed at the back of abutments, returns and 2279.00 1180.34 Sqmt
wing walls as per detailed specifications.
21 White washing with lime on wall surface (two
coats) to give an even shade including thoroughly
booming the surface to remove all dirt, dust;
mortar drops and other foreign matter.
22 Providing and laying contolled cement concret M-
30 and curing complete including compacting with
surface mechanical vibrator, mechanical floater,
chanelling formwork, grooving including providing 390.00 5388.59 Cum
dowel bar, tai bar, expantion joint and construction
joint including filling asphalt filler joint as per
instruction of Engineer in charge
23 Providing & casting in situ Controlled cement
concrete M - 250 for Cement Concrete Road laid
as directed including tamping, vibrating, finishing, 225.00 5230.00 Cum
curing, and filling in joints with bitumen complete.
24 Compaction and finishing of cement concrete road
by trimix process providing extra labour charges
for the trimix vaCum dewatering service process
on cement concrete road surface by using vaCum
dewatering pump floater surface vibrator including
making rough finish to surface as per in including
levelling the complete.
25 Providing and adding & laying surface Hardener in
Cement Concrete grade - M-25 at the rate of
Kg / 10 Sqmt & spreading on flooring as per 923.00 50.50 Kg.
directed and instructed by Engineer in Charge etc.
26 Dismentalling the existing structure including
removing & stacking the dismentalled materials as 3.00 50500.00 No.
and where directed
Description of Item
Item Rate In
(with brief specification and reference to book of Quantity Unit Amount
No. figures
specifications)
27 Marking out the centre line of the bridge & various
other component structure & complete lining out &
leveling with the theodolites, levels, including
constructing and establishing necessary bench
marks etc. complete as directed.
28 Excavation for foundation in sand,gravel clay, soft
soils and murrum etc. including sorting, strutting
& dewatering as necessary and disposing the 2733.00 486.77 Cum
excavated stuff as directed. (A) Depth upto 3.0 M.
29 Excavation in large boulders and soft rock by
welding including shoring, strutting and dewatering
as necessary and disposing of the excavated stuff
as directed.
30 Providing and casting in-situ ordinary cement
concrete M-200 mix and providing necessary
pin headers including shuttering, scaffolding 2556.00 4189.48 Cum
laying vibrating, curing and finishing complete
without V-grooves.
31 Providing TMT Bar FE 550D reinforcement for
R.C.C. work including bending, binding and 56268.00 94.99 Kg.
placing in position complete upto floor two level.
32 Providing and casting in situ controlled cement
concrete M-250 for RCC work in pier caps /
Abutment caps & Dirt wall including ordinary
cement concre-te M-250 bed block or pedestal
of required size below bearings as per detailed
drawings centering, shuttering, scaffolding
wherever necessary laying, vibrating, curing and
finishing complete.
33 Providing and casting in situ controlle cement
concrete M-300 for R.C.C. solid slab including
centering, scaffolding, curing and finishing
34 Providing and casting in situ controlle cement
concrete M-400 for RCC Crash Barriar including 49.90 6547.83 Cum
curing and finishing complete.
35 Providing and laying rubble for appron (each stone
weighting not less than 40Kg.) including and
packing and filing in the interestices with quarry-
36 Providing and casting in situ controlle cement
concrete M - 400 for average 100 mm. thick
Wearing coat laid as directed including tamping, 64.20 5547.93 Cum
vibrating, finishing, curing, and filling in joints with
bitumen complete.
37 Providing and casting in - situ controlle cement
concrete M-300 for approach slab.
Description of Item
Item Rate In
(with brief specification and reference to book of Quantity Unit Amount
No. figures
specifications)
38 Providing and fixing mild steel dowel bars of
minimum 32mm dia. for anchoring by drilling holes
in foundation strata including necessary bending,
hooking of dowel bars and grouting the holes
complete as per detailed drawing and as directed.
39 Providing and fixing in position mild steel 32 mm
dowel bars in pier caps for anchorage in fix end
as per detailed drawing including cutting, bending
& welding complete.
40 Providing and fixing in position mild steel 32 mm
dowel bars in pier caps for anchorage in free end
as per detailed drawing including cutting, bending
& welding complete.
41 Providing 12 mm thick pre-moulded asphalt filler
joints as per drawing.
42 Provding P.V.C. 100 mm diameter water spouts
including necessary iron gratings as per drawings. 48.00 159.37 No.
43 Providing and fixing tar papper bearing, shall be
provided between abutment / pier cap and RCC 114.00 151.50 Sqmt
44 Providing flood gauge marks on sub structure as
per design including painting complete.
45 Providing diversion of road 3.75 mt width for
structure by providing & spreading Earthwork,
mm Unscreen GSB, 200mm GSB-II and 20 mm
MSS. The Length of road is depend on site
condition etc as directed by Engineer in Charge. 790.00 6791.38 Rmt
(The diversion shall be maintainance & repair in all
weather season. No any extra payment shall be
made for maintainance & repair work of diversion)
Description of Item
Item Rate In
(with brief specification and reference to book of Quantity Unit Amount
No. figures
specifications)
46 Wall painting (three coats) with Plastic emulsion
paint of approved brands like Apex or equivalante
and manufacture on undecorated wall surfaces to
give an even shade including thorougnly brushinf 340.00 119.42 Sqmt
the surface free from mortar droppings and other
foreign matter and sand papered smooth. ( Black
& White Strip )
47 Providing 22.50 cm thick stone pitching including
preparing the laying surface in proper slope and
pointing with C:M 1:3 (1 cement: 3 sand) and 5520.00 580.75 Sqmt
providing Rain water chute at every 3 mt interval
etc. complete.
48 Providing and casting in-situ controlled cement
concrete M-250 for RCC raft and cut off walls
including shuttering ,laying, vibrating, ramming
and curing complete.
49 Providing and casting in situ controlled cement
concrete M - 300 for R.C.C. solid slab including
centering, scaffolding, curing & finishing
comp..(including Apoxy Painting of Exterior 68.00 5423.09 Cum
50 Providing and casting in-situ controlled cement
concrete M-300 for average 75 mm thick wearing
cost laid as directed including tamping, vibrating
finishing curing and complate
51 Providing and casting in-situ controlled cement
concrete M-250 for kerb/kerb blocks including
formwork, curing and finishing complete.
52 Providing and casting in-situ controlled cement
concrete M-300 for approach slab including
formwork curing and finishing complete. 43.80 5246.75 Cum
53 Providing and placing in position FE 500/500D bar
reinforcement for following items including cutting
bending hooking and tying complete as per 40.00 73217.53 MT
detailed drawing.
54 Providing and fixing post and pipe railing as per
detailed drawing including 3 coats of painting to
steel works complete.
Description of Item
Item Rate In
(with brief specification and reference to book of Quantity Unit Amount
No. figures
specifications)
55 Providing and filling sand behind abutments and
between returns in layers as directed. 333.00 538.85 Cum
Total Rs.
Rupees Eight Crore Four Lakh FiftyOne Thousand Seven Hundred One and Paisa FiftyThree Only
I / We / am/are willing to carry out the work at ________________________________% above / below
percent (should be written in figure and words) of the estimated rates mentioned above. Amount of
my/our tender Works out as under.
Estimated Amount Estimated Amount
put to tender Rs. _________ put to tender Rs. _________
Deduct_______% below Add_______% above
Net Rs._________ Net 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 Dismentalling of Credit materials amounting of Rs. -3755635.70 must be recovered from
Contractor's respective R.A. Bill.
Signature of Contractor
Dy. Executive Engineer Executive Engineer
Panchayat R.&B. Sub Division Panchayat R.&B.Division
Kapadwanj Nadiad
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BOQ - Pkg No 14 2025-26.pdf
Enviromental.pdf
General Specification.pdf
GR - 1.pdf
GR - 2.pdf
Pre-Q - Constg Of slab drain in various taluka in Kheda Pkg No 14 2025-26.pdf
SBD Book_ Pkg No 14 2025-26.pdf
SpecificationPkg No 14 2025-26.pdf
Work Details - Pkg No 14.pdf
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