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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
₹44.7 L
EMD Value
₹45,000
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 Various Slab Drain In Galteshwar Taluka In Kheda District Under MMGSY (N) 2025-26 Package No 07 Ta:- Galteshwar Dist:- Kheda
275808
31 of 2025-26
Open
Civil Works - Bridges
Works
Nadiad
7 documents required · 7 mandatory
₹1,500
Yes
Executive Engineer (R & B ) Panchayat Division Nadiad
₹45,000
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 Quantity Unit Amount
No. figures
book of 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 590.00 126.68 Cum
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 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 63 mm) specification including
spreading in uniform thickness, hand packing
, rolling with vibratory roller 80-100 kN static
wt. to proper grade and camber, applying and 23.00 1022.12 Cum
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 Quantity Unit Amount
No. figures
book of 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 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 3.00 12266.60 No.
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
and Annexure 1700.1 (10.16)
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
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
8 MMGSY Project Information Board: Providing
and fixing of typical PMGSY Project
informatory sign board with Logo as per
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
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
9 Hazard Marker Sign :- Providing and fixing sign
boards made out of 2.0 mm aluminium sheet /
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 6.00 2423.74 No.
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 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. (B) Class-B Type-4 Retro Reflective
10 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.
11 Providing and filling in foundation with
ordinary cement concrete M- 100 mix and
providing necessary vertical pin headers 37.00 3245.56 Cum
including formwork, vibrating, ramming and
curing complete.
12 Providing and filling in foundation with
ordinary cement concrete M- 150 mix and
providing necessary vertical pin headers 110.00 3818.81 Cum
including formwork, vibrating, ramming and
curing complete.
13 Supplying and fixing reinforced concrete
heavy duty non pres-sure pipes with collars
for culverts incl. Setting and joining the pipes
in C.M. 1:2 watering & laying (two level or
slope ) of 900mm dia. NP3 pipe internal
diametre of IS 458 /
14 Providing TMT Bar FE 500/500D
reinforcement for R.C.C. work including
bending, binding and placing in position
complete upto floor two level
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
15 Provinding and filling sand below R.C.C. raft
in layers including ramming and watering 30.00 458.14 Cum
16 Dismentalling the existing structure including
removing & stacking the dismentalled
materials as and where directed
17 Providing Kachha Diversion may be
necessary for traffic and maintaining the same
for the period as may be necessary as
directed by engineer in charge.
18 Providing and laying weep holes in
abutments and return by using PVC
pipes of 100 mm. diameter including laying 30.00 45.81 No.
in proper grade and jointing etc.complete as
per detailed drawings.
19 Providing and laying - Fitter Media 600mm
thick directed at the back of abutments,
returns and wing walls as per detailed
specifications.
20 Providing & casting in situ Controlled
cement concrete M - 250 for Cement
Concrete Road laid as directed including 60.00 5230.00 Cum
tamping, vibrating, finishing, curing, and filling
in joints with bitumen complete.
21 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.
22 Providing and adding & laying surface
Hardener in Cement Concrete grade - M-25 at
the rate of 3.0 Kg / 10 Sqmt & spreading on 90.00 50.50 Kg.
flooring as per directed and instructed by
Engineer in Charge etc. comp.
23 Excavation for foundation in sand,gravel clay,
soft soils and murrum etc. including sorting,
strutting & dewatering as necessary and 325.00 486.77 Cum
disposing the excavated stuff as directed. (A)
Depth upto 3.0 M.
24 Providing and laying rubble for appron (each
stone weighting not less than 40Kg.) including
and packing and filing in the interestices with
quarry-spalls.
25 Providing 12 mm thick pre-moulded asphalt
filler joints as per drawing.
26 Provding P.V.C. 100 mm diameter water
spouts including necessary iron gratings as 4.00 159.37 No.
per drawings.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
27 Providing diversion of road 3.75 mt width for
structure by providing & spreading Earthwork,
200 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. (The diversion shall be maintainance
& repair in all weather season. No any extra
payment shall be made for maintainance &
repair work of diversion)
28 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.
29 Providing and casting in situ controlled
cement concrete M - 300 for R.C.C. solid
slab including centering, scaffolding, curing & 14.00 5423.09 Cum
finishing comp..(including Apoxy Painting of
Exterior Surface)
30 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 7.80 4814.57 Cum
31 Providing and casting in-situ controlled
cement concrete M-250 for kerb/kerb blocks
including formwork, curing and finishing 2.50 5388.65 Cum
32 Providing and casting in-situ controlled
cement concrete M-300 for approach slab
including formwork curing and finishing 24.30 5246.75 Cum
33 Providing and placing in position FE 500/500D
bar reinforcement for following items including
cutting bending hooking and tying complete
as per detailed drawing.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
34 Providing and fixing post and pipe railing as
per detailed drawing including 3 coats of
painting to steel works complete. 28.00 1202.80 Rmt
35 Providing and filling sand behind abutments
and between returns in layers as directed. 185.00 538.85 Cum
Total Rs.
Rupees FourtyFour Lakh SeventyTwo Thousand Eight Hundred ThirtySix and Paisa Five 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. -375707.00 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
Dakor Nadiad
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details.html
RAW_HTML
BOQ Pkg No 07 Taluka Dist Kheda.pdf
Enviromental.pdf
General Specification.pdf
GR - 1.pdf
GR - 2.pdf
SBD Book Pkg No 07 Taluka Dist Kheda.pdf
Specification Pkg No 07 Taluka Dist Kheda.pdf
Work Details Pkg No 07 Taluka Dist Kheda.pdf
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