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Tender Value
₹18.5 L
EMD Value
₹19,000
Closing Date
15 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, R & B Panchayat Division, Anand
Construction of Box type Culverts on Dhuvaran Approach Road Tal. Khambhat Dist.Anand PackageNo:- AND/ MMGSY/ Normal/ Structure/ 2025-26/01 (2nd Try)
303159
01/2026-27
Open
Civil Works - Roads
Anand
1 document required · 1 mandatory
₹900
Executive Engineer,R & B Panchayat Division,Anand
₹19,000
8 May 2026
8 May 2026
8 May 2026
15 May 2026
8 May 2026
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
1 Hazard Marker Sign :-Providing and fixing sing boards 2.00 No. 2423.74
made out of 2mm aluminium sheet; size 90 x 30 cms.
rectangle as as per the design/drawing attached (IRC)
pretreated with phospheting process & acid etching;
coated with one coat of epoxy primer and two coats of
best quality epoxy paint; reflectorised with retro
refiective sheeting as per latest M.O.S.T. Specifications;
3.1 m long stand post and frame fabricated from suitable
size iron angle of 35 x 35 x 3 mm & 50 x 50 x 5 mm
painted with best quality epoxy coatings 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)
2 Citizen' s information Board- Providing and fixing of 1.00 No. 11913.96
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
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
BOQ Page No.333
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
3 MMGSY "LOGO" Board : Providing and fixing of MMGSY 1.00 No. 5233.82
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 Design and as directed by
Engineer in-charge. A warranty for 5 years for the Retro
reflective sheeting for Type-1 Class-A from original
manufacturer shall be submitted by contractor.
BOQ Page No.334
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
4 MMGSY Project Information Board: Providing and fixing 1.00 No. 11351.39
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 will be connected to
middle plate by square steel section of 47mmx47mm,
thickness 12SWG having a spacing of 100mm between
the diamond shaped
5 Dismentalling plate and
the existing middleincluding
structure plate andremoving
this 1.00 No. 15150.00
& stacking the dismentalled materials as and where
6 Excavation for foundation in sand, Gravel, Clay, Soft soil 158.00 Cmt. 511.11
and Murrum etc., including shorting, strutting and
dewatering as necessary and disposing of the excavated
stuff as directed.
7 Providing and filling in foundation with ordinary cement 37.00 Cmt. 3921.83
concrete M - 150 mix and providing necessary vertical
pin headers including formwork, vibrating, ramming
and curing complete.
8 Providing and casting in-situ controlled cement 88.00 Cmt. 4659.10
concrete M - 250 for RCC raft and cut off walls including
shuttering, laying, vibrating, ramming, and curing
9 Providing and casting in situ controlled cement 8.00 Cmt. 5397.06
concrete M - 250 for R.C.C. solid slab including
centering, scaffolding, curing & finishing comp.
(including Apoxy Painting of Exterior Surface)
BOQ Page No.335
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
10 Providing & casting in situ controlled cement concrete 2.00 Cmt. 5656.74
M-400 for average 100 mm. thick Wearing coat laid as
directed including tamping, vibrating, finishing, curing,
and filling in joints with bitumen complete.
11 Providing and casting in-situ controlled cement concrete 2.10 Cmt. 4914.07
M-250 for kerb/kerb blocks including formwork, curing
and finishing complete.
12 Providing and casting in-situ controlled cement concrete 21.90 Cmt. 5197.70
M-250 for approach slab including formwork curing and
finishing complete.
13 Providing and placing in position FE 500/500D bar 9.20 M.T. 73858.69
reinforcement for following items including cutting
bending hooking and tying complete as per detailed
14 Providing and laying weep holes in abutments and 27.00 No. 48.11
return by using PVC pipes of 100 mm. diameter incl.
laying in proper grade and jointing etc. comp. as per
detailed drawings.
15 Providing and fixing post and pipe railing as per detailed 24.00 Rmt. 1211.79
drawing including 3 coats of painting to steel works
16 Provding P.V.C. 100 mm diameter water spouts 4.00 No. 159.37
including necessary iron gratings as per drawings.
17 Providing and fixing in position 12 mm thick 5.70 Smt. 703.53
permoulded joint filler in expansion joint for fixed ends
of simply supported span, covered with sealant complete
as per drawing and technical specifications.
18 Providing and laying rubble for appron (each stone 11.00 Cmt. 1083.81
weighing not less than 40 Kg.) including packing & filling
in the interestices with quarry spall.
19 Providing and laying filter media 600 mm thick as 36.00 Smt. 1239.35
directed at the back of abutments, returns and wing
walls as per detailed specification.
20 Providing and filling sand behind abutments and 99.00 Cmt. 562.08
between returns in layers as directed.
BOQ Page No.336
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
21 Providing diversion of road 3.75 mt width for structure 20.00 Rmt. 8029.98
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)
TOTAL =
I / We am / are willing to carry out the work at ________________________________ % above / below
percent (should be written in figure and words) of the estimated mentioned above. Amount of my / our
tender works out as under
Estimated amount put to Estimated amount put to
Tender Rs. __________________ Tender Rs. __________________
Deduct ________ % below Rs. ____________ Add _______ % above Rs.___________
Net Rs. _______________________________ Total Rs. _________________________
In words ______________________________ In words ________________________
(* Please strike out whichever is not applicable)
1. All work shall be carried out as per public works Department Handbook and other specifications of Division or
as directed.
2. All the columns is Schedule should be filled in ink and the total of the entries in the last column should be
struck by the contractor under his signature.
3. Rates quoted include clearance of site (Prior commencement of work and as its close) in all respects and hold
good for work under all conditions, site, moisture, weather etc.
4. To be Continued on additional sheets, if found necessary.
5. The Labour Cess shall have to be deducted from payable bill as per prevailing Rules.
6. For abnormal high or law rates payment of such items shall be regulated as per Govt. circular No. PARACH /
102008 / 61 / C, Dt. 03/05/2008 attached with tender papers.
7. The contractor is totally responsible to bare all applicable taxes i.e. G.S.T. etc. & Department will not entertain
any contractor representation to reimburse any financial burden due to applicable taxes, i.e. G.S.T. etc.
8. Credit of Rs.112419.72 Shall be recovered from the payable bills towards cost of dismental materials.
Signature of Deputy Executive Engineer Executive Engineer
the Contractor. Panchayat (R&B) Sub Division Panchayat (R&B) Division
KHAMBHAT ANAND.
BOQ Page No.337
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STR-SBD-25-26-K-01-Sec-01 To 05.04.pdf
STR-SBD-25-26-K-01-Sec-05.05 Details GR To 08.pdf
STR-SBD-25-26-K-01-Sec-09.01 To 10.pdf
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