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Tender Value
₹2.1 Cr
EMD Value
₹2.1 L
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 Various Roads of Sojitra Taluka Dist.Anand. Package No:- AND/MMGSY/ SCSP/ Str/ 2025-26/ 07
301218
01/2026-27
Open
Civil Works - Others
Anand
1 document required · 1 mandatory
₹3,600
Executive Engineer,R & B Panchayat Division,Anand
₹2.1 L
4 May 2026
4 May 2026
4 May 2026
15 May 2026
4 May 2026
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
1 Excavation for foundation in sand, gravel, clay soft soils 2072.00 Cmt. 511.11
and murrum etc. including shoring, strutting dewatering
as necessary and disposing of the excavated stuff as
directed. (A) Depth upto 3.0 M. and lead upto 100m
for 10 Cum
2 Excavation for foundation in sand, gravel, clay soft soils 250.00 Cmt. 599.64
and murrum etc. including shoring, strutting dewatering
as necessary and disposing of the excavated stuff as
directed. (B) Depth from 3.0 to 6.0 M. and lead upto
100m for 10 Cum
3 Providing and filling in foundation with ordinary 257.40 Cmt. 3715.63
cement concrete M-150 mix and providing necessary
vertical pin headers including formwork, vibrating,
ramming and curing complete.
4 Providing and casting in situ controlled cement 1803.00 Cmt. 5160.61
concrete M-200 for R.C.C. return as per drawings
including centering shuttering, scaffolding where
necessary, laying vibrating, curing and finishing
complete.(A) Height from 0.0 to 5.0 M. (1) Piers (2)
Abutment (3) RCC return
5 Providing and casting in situ controlled cement 70.40 Cmt. 5346.10
concrete M-250 mix for R.C.C. works in pier cap
abutment cap and dirt wall including controlled
cement concrete M-250 bed block or pedstals of
required size below bearings as per detailed
drawings, centering, shuttering, scaffolding wherever
necessary laying, vibrating, curing and finishing
complete. Including apoxy painting in over expose
6 Providing and casting in situ controlled cement 234.50 Cmt. 5397.06
concrete M-250 for R.C.C. solid slab including
centering, scaffolding, curing and finishing complete.
Including apoxy painting in over expose surface.
BOQ Page No.401
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
7 Providing and casting in-situ controlled cement 31.70 Cmt. 5498.13
concrete M-300 for average 75 mm thick wearing coat
laid as directed including tamping, vibrating finishing
curing and filling in joints with bitumen complete.
8 Providing parapet of in-citu ordinary cement conrete 109.20 Rmt. 1076.32
M-20 as per detailed drawing with necessary
reinforcement including shuttering, vibrating and
finishing to line and level complete.
9 Providing TMT Bar FE 550D reinforcement for R.C.C. 52984.00 Kg. 94.99
work including bending, binding and placing in position
complete upto floor two level
10 Providing PVC 100 mm diameter water spouts 36.00 No. 159.37
including necessary iron grating as per drawings
11 Providing and fixing in position 32mm Mild steel 16.00 No. 341.29
dowel bars in pier caps or abutment caps for anchorage
in fixed end as per detailed drawings including cutting,
bending and welding complete.
12 Providing and fixing in position 32mm Mild steel 16.00 No. 399.70
dowel bars in pier caps or abutment caps for anchorage
in free end as per detailed drawings including cutting,
bending and welding complete.
13 Providing and laying weep hole in abutment and 107.00 No. 48.11
returning by using P.V.C. pipes of 100 mm. diameter
including laying in proper grade and joining etc.
complete as per detailed specification.
14 Providing and laying filter media 600 mm thick as 306.90 Smt. 1239.35
directed at the back of abutments, returns and wing
walls as per detailed specifications
15 Providing 12mm thick premoulded asphalt filler 44.70 Smt. 703.53
joint as per drawing.
16 Providing flood gauge marks on substructure as per 20.00 Rmt. 167.03
design including painting complete.
17 Providing and laying rubble for apron (each stone 96.00 Cmt. 1083.81
weighing not less than 40 Kg.) including hand packing
and filling in the interstices with quarry spalls.
BOQ Page No.402
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
18 Providing and erecting a "W" metal beam crash barrier 32.00 Rmt. 3354.21
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 galvanized by hot
dip process, all fittings to 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,
mm long including oil painting black & white zebra on
inside of w-web complete as per clause
19 Painting three coats (including priming coat) on new 202.40 Smt. 129.12
plastered concrete surface of centre verge, parapet with
enamel paint, brushing, interior to give an even shade
(black & white zebra or as directed) including cleaning
the surface an even shade including cleanicn the surface
of all dirt, dust and other foreign matter.
20 Dismentaling the existing structure including removing 39.00 Cmt. 930.35
and stacking the dismentelled materials as and where
directed. (A) R.C.C. work
21 Demolition of Brick work and stone masonry including 246.30 Cmt. 562.89
stacking of serviceable materilas and disposal of
unserviceable materials with all lead and lift. (ii) In
Cement Mortar.
22 Earthwork for embankment including breaking clods, 1612.00 Cmt. 192.23
dressing with all lead and lift including watering and
consolidationinlcuding filling the depresionwhich
occure during the process of using vibratory rolling
KN to 100 KN static weight from borrow area with all
lead & lift.
23 Providing and laying 200mm thick Granular Sub base 103.70 Cmt. 956.95
using unscreened gravel (CBR not less than 10) and
spreading watering and consolidation by Vibratory
roller 80 to 100 Kn static weight etc complete.
24 Providing and laying 200 mm thick Granular sub base in 98.00 Cmt. 1438.11
required layer by providing coarse graded materials
Grading-II using B.T. M.C. Metal 53.00mm to 26.5mm @
35% , aggregate 26.50 to 4.75mm @ 45% and Stone dust
@ 20% as per Table 400-2 of MORT&H gradation
including conveying the materials at site of work, mixing
& spreading in to grade and camber, watering &
consolidating at OMC with vibratory roller including the
cost of material, labours etc. complete.
BOQ Page No.403
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
25 Supplying and fixing reinforced concrete heavy duty 90.00 Rmt. 3469.26
non-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
daimeters.(v) 900mm dia.
26 Providing and laying 20 mm thick compacted Mix Seal 22.00 M.T. 4129.91
Surfacing (MSS) with B.T. stone chips as per MORT & H
gradation and specification with with Asphalt grade VG-
30 for the tack coat on WBM surface @ 4.0Kg/10sqm
and. with mechanical sprayer and asphalt Grade V.G.-30
for mixing at the rate of 50.90 KG / M.T. by weight of
total mix i.e. (5.09 % by weight of total mix) including
heating the asphalt and aggregates in drum mix plant
and spreading the same by paver finisher including
rolling and consolidation with 10-12 tones vibratory and
power roller and providing all materials, equipment’s,
tools, and plants, fire wood, oil, kerosene, labour charges
etc. and using contractor's own machineries drum mix
plant and paver finisher etc. complete
27 Providing and laying 100mm thick Granular sub base in 48.00 Cmt. 1437.80
required layer by providing coarse graded materials
Grading-II using B.T. M.C. Metal 53.00mm to 26.5mm @
35% , aggregate 26.50 to 4.75mm @ 45% and Stone dust
@ 20% as per Table 400-2 of MORT&H gradation
including conveying the materials at site of work, mixing
& spreading in to grade and camber, watering &
consolidating at OMC with vibratory roller including the
cost of material, labours etc. complete.
28 Providing and laying 150 mm thick Compacted WBM ( 69.00 Cmt. 1897.42
Using loose volume, MCBT metal size 45 to 63 mm size)
(1.21 Cmt.B.T. Grit 11.2 mm size 0.18 cmt, Stone dust
0.09 Cmt per Total 1 Cmt of Compacted volume)
including spreading in uniform thickness,hand packing,
rolling with vibratory roller 80 -100 kN static wt. to
proper grade and camber, applying and brooming, stone
screening/ binding materials to fill-up the interstices of
course aggregate watering and compacting etc. complete
as per Specification.
29 Providing & laying compacted WBM Grading-I using 66.00 Cmt. 1939.65
MCBT metal of size 22.4mm to 53mm in required layers
including using 16% stone screening, 13.2mm size and
8% stone dust as filler including spreading, watering
and consolidation by vibratory roller as per MORTH
specification etc complete as directed by engineer in
BOQ Page No.404
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
30 Providing & Laying Bituminious Spray Grout 26.80 M.T. 2597.98
37.50mm thick compacted with bitumen of grade of
VG-30 at rate 1.99 % by weight of mix for mixing and
Asphalt grade VG-30 to be used @ 4.00 kgs./ 10 Sq.m.
for tack coat on existing surface and using B.T chips of
required gradation including cleaning and heating
asphalt pre mix materials by hot mix process in proper
gradation and laying with paver finisher and
consolidation work as per M.O.R.T.& H specification
including cost of labour, materials and plant, fuel, oil,
kerosene, labour charges etc. complete using
contractor's own machinery drum mix plant & paver
finisher etc. complete.
31 Providing & laying 37.50mm thick Bituminous 30.00 M.T. 3102.08
macadam with Asphalt grade VG-30 for tack coat @
2.50 kg / 10 smt. and using B.T. stone aggregate as per
required gradation with asphalt of VG-30 at the rate of
3.40 % i.e. 34.0 Kg/ M.T. by weight mix including heating
& mixing in drum mix plant transporting the mix
spreading the same by paver finisher and consolidation
by vibratory roller as per MORT&H specification
including cost of all materials fuel, labours, tools and
plant etc using contractors own drum mix plant etc.
32 Providing and laying 20 mm thick Mix Seal Surfacing 17.00 M.T. 3701.99
using stone chipping as per MORT & H specification and
asphalt grade VG-30 for mixing @ 50.90 Kg/M.T. i.e.
% of total weight of mix including heating the asphalt
and aggregate mixing by continuous batching drum mix
plant transporting mixed material and spreading the
same by pavers finisher and consolidation by vibratory
roller of 80 Kn to 100 Kn static weight and flushing sand
or stone dust @ 0.03 cmt / 10 smt including cost of
labour, oil, lubricant etc using contractor's own
Machineries and plant firewood, oil, kerosene, labour
charges etc. complete
33 Excavation for foundation upto 1.5 m depth including 132.00 Cmt. 253.89
sorting out and stacking of useful materials and
disposing off the excavated stuff upto 50 Meter lead.(B)
Dense or Hard soil
34 Providing and casting in situ ordinary cement 16.00 Cmt. 3737.48
concrete M-150 for R.C.C. raft and cut off walls
including necessary shuttering laying, vibrating,
ramming and curing complete.
BOQ Page No.405
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
35 Providing and casting in-situ controlled cement 90.00 Cmt. 4659.10
concrete M 250 for R.C.C raft and cut off walls including
necessary shuttering, laying vibrating, ramming and
curing complete.
36 Filling available excavated earth (excluding rock) in 99.08 Cmt. 136.92
trenches plinth, sides of foundations etc. in layers not
exceeding 20cm. in depth consolidating each disposited
layer by ramming and watering.
37 Cautionary Warning Sign :-Providing and fixing sign 4.00 No. 3906.19
boards made out of 2mm aluminium sheet / 4mm ACP
(Aluminum composite Panel); size 90 x 90 x 90 cms.
equilateral triangle 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 refiectivesheeting of Type-4 as per
ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr
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
bestquality 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 blockof 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
BOQ Page No.406
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
38 Chevron sign :-Providing and fixing sign boards made 8.00 No. 3711.75
out of 1.5mm aluminium sheet/3mm ACP (Aluminum
composite Panel); size 60x50cm 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; 3.3 mtr 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 35x35x3mm; 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 blockof 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. (A)
Class-B Type-4 Retro Reflective sheeting
39 Diversion Ahead Sign :-Providing and fixing sign boards 4.00 No. 9867.07
made out of 2mm aluminium sheet / 4mm ACP
(Aluminum composite Panel); size 180x60 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 refiectivesheeting of Type-4 as per ASTM D-
4956 and latest M.O.S.T.Specifications; 3.1 mtr long
stand post (2 Nos.) of Iron Angle 50 x 50 x 5mm / 50NB
Circular MS Pipe as required and frame fabricated from
suitable size iron angle of 35 x 35 x 3mm; painted with
bestquality 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 blockof 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
BOQ Page No.407
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
40 Citizen' s information Board- Providing and fixing of 2.00 No. 10796.68
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
41 MMGSY "LOGO" Board : Providing and fixing of MMGSY 2.00 No. 5020.57
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 600 x 600mm size, riveted
with MS angle iron frame of 25mm x 25mm x 5mm size
on back on edges. The Lower plate will be of 4mm ACP
of 1100 x 300mm size riveted with MS angle iron frame
of 25mm x 25mm x 5mm 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
x75mm x 6mm Mild steel post at Centre and this post
will be embeded in cement concrete M15 grade block of
450 x 450 x 600mm 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.408
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
42 MMGSY Project Information Board: Providing and fixing 2.00 No. 11067.18
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 25mm x 25mm
x 5mm size on back on edges. The middle 4mm ACM
plate of will be 1200 x 150mm size riveted with MS
angle iron frame of 25mm x 25mm x 5mm size on back
on edges. The main 4mm ACM lower most plate will be
1500mm x 600mm size, riveted with MS angle iron
frame of 25mm x 25mm x 5mm 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 x 75mm (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 450 x 450 x 600mm 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 plate and middle plate and this square section
will be riveted to the bottom point of the diamond
shaped plate. 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
Signage Guide and as directed by Engineer-In-charge. A
warranty for 5 years for the Retro reflective sheeting for
Class-A respectively, from original manufacturer shall be
submitted by contractor.
BOQ Page No.409
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
43 Hazard Marker Sign :-Providing and fixing sign boards 4.00 No. 3518.69
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
refiectivesheeting 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 bestquality 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 blockof 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
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.
BOQ Page No.410
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
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.629932.99 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
PETLAD ANAND.
BOQ Page No.411
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