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Tender Value
₹2.4 Cr
EMD Value
₹2.5 L
Closing Date
15 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panchayat (R&B) Division, DAHOD
Package No.7 MMGSY 2024-25, Construction of Various Structure under Panchayat R&B Sub Division Limkheda, Dist: Dahod.
302842
02 of 2026-2027
Open
Civil Works - Bridges
Dahod
8 documents required · 8 mandatory
₹3,600
Executive Engineer, Panchayat (R&B) Division, DAHOD
₹2.5 L
8 May 2026
8 May 2026
8 May 2026
15 May 2026
8 May 2026
Name of Work:-Package 7-MMGSY 2024-25,
Construction of Various Structure under Panchayat R&B Sub Division Limkheda, Dist: Dahod.
Bill Of Quantity
Memorandum showing items of work to be carried out
Estimated Total Amount
Estimated Total Amount
Sr. No. Item Description Quantity Unit
In Figure In Words (₹)
Dismentaling the existing structure including
Hundred Fifty Two
1 removing and stacking the dismentelled materials as 313.00 Cum 952.51
and Fifty One Paise
and where directed. (B) R.C.C. Wall
Excavation for foundation upto 1.5 m depth Rupees Four
including sorting out and stacking of useful materials Hundred Fifty Eight
and disposing off the excavated stuff upto 50 Meter and Thirty Paise
lead.(D) Soft rock not requiring Blasting Only
Providing and casting in situ ordinary cement
concrete M-150 P.C.C for R.C.C. raft and cut off
3 80.20 Cum 3627.13 Hundred Twenty
walls including necessary shuttering laying, vibrating
Seven and Thirteen
ramming and curing complete..
Providing and Casting in situ controlled Cement Rupees Four
Concrete M-200 for R.C.C. Raft and cutt-off walls Thousand Four
including necessary shuttering laying, vibrating, Hundred Sixty and
ramming and curing complete. Sixty Paise Only
Providing and casting in situ controlled cement
concrete M-200 for R.C.C. return as per drawings Rupees Five
including centering shuttering, scaffolding where Thousand Sixty
necessary, laying vibrating, curing and finishing Eight and Thirty
complete.(A) Height from 0.0 to 5.0 M. (1) Piers (2) Paise Only
Abutment (3) RCC return
Providing and casting in situ Controlled cement Thousand Three
6 concrete M. 250 for R.C.C. solid slab including 42.90 Cum 5313.21 Hundred Thirteen
centering scaffolding curing and finishing complete. and Twenty One
Providing and casting in situ Controlled cement Thousand Eight
7 concrete M 250 for kerb / kerb block including form 5.70 Cum 4830.22 Hundred Thirty and
work curing and finishing etc complete. Twenty Two Paise
Providing and casting in situ controlled cement Thousand Eight
8 concrete M250 for approach slab including form 17.70 Cum 4830.22 Hundred Thirty and
work curing and finishing complete. Twenty Two Paise
Providing and casting in situ controlled cement Rupees Five
concrete M-250 for average 100 mm thick wearing Thousand Two
9 coat laid as directed dincluding tamping, vibrating, 5.70 Cum 5247.25 Hundred Forty
finishing, curing and fillingin joints with bitumen Seven and Twenty
complete Five Paise Only
Provading & casting in situ ordinary cement Rupees Four
concrete M 200 mix and providing necessary Thousand One
10 pinheaders including , shuttering scaffolding laying 199.10 Cum 4153.83 Hundred Fifty
vibrating and finishing without V-Grooves. (A) Three and Eighty
Heigth from 0.0 m to 5.0m Three Paise Only
Providing and placing in position FE 550D TMT bar Rupees Seventy
reinforcement including cutting, bending, hooking, Three Thousand
11 and tying complete as per detailed drawing. (A) Solid 47.23 MT 73243.02 Two Hundred Forty
Slab, (B) R.C.C. Kerb, (C) R.C.C. Footpath (D) Three and Two
R.C.C. Approach slab, (E) Wearing Coat. Paise Only
Providing fusion bonded Epoxy coating not less than Rupees Ten
175 micron thickness and up to 300 micron to Thousand One
12 reinforcement bars as per IS-13620- 1993/ASTM- 31.00 Sqm 10162.62 Hundred Sixty Two
775 M including testing of coating at plant and all and Sixty Two
taxes (A) 10mm to 16mm dia bar Paise Only
Providing fusion bonded Epoxy coating not less than Rupees Seven
175 micron thickness and up to 300 micron to Thousand Two
13 reinforcement bars as per IS-13620- 1993/ASTM- 67.00 Sqm 7296.24 Hundred Ninety Six
775 M including testing of coating at plant and all and Twenty Four
taxes (B) 20mm to 32 mm dia bar Paise Only
Provding P.V.C. 100 mm diameter water spouts Hundred Fifty Nine
including necessary iron gratings as per drawings. and Thirty Seven
Providing and laying weep hole in abutmemt and
Rupees Forty Nine
returning by using A.C. pipes of 100 mm. Diameter
15 462.00 Nos. 49.25 and Twenty Five
including laying in proper grade and joining etc.
comp as per detailed specifications.
Providing and laying filter media 600 mm thick as Thousand Two
16 directed at the back of abutments and returns and 708.60 Sqm 1268.86 Hundred Sixty
wing walls as per detailed specifications. Eight and Eighty
Providing and filling rubbles including hand packing
Thousand Eighty
17 and filling interstices with quarry spalls behind 10.30 Cum 1086.50
Six and Fifty Paise
abutments and between returns as directed.
Supplying Pre - Moulded Bituminious Joint Filler. Hundred Two and
(iii) 25 mm size Eighty Seven Paise
Providing and filling sand behind abutments and Hundred Seventy
between returns in layers as directed Eight and Eighty
Providing 22.5 cm thick dry stone rubble pitching Rupees One
including prepairing the surface and making pannels Thousand Three
20 of 3.00x3.00m with stone masonry in C.M.1:6 60.20 Sqm 1355.42 Hundred Fifty Five
including filling murrum and cement pointing in and Forty Two
C.M.1:3 etc. Complete Paise Only
Wall painting (two coats) with plastic emulsion paint
of approved brand and manufacture with on Rupees One
undecorated wall surface to give an even shade Hundred Twenty
including throughly brushing the surface free from Two and Fourteen
mortar droppings and other foreign matter and sand Paise Only
papered smooth along ceilings and sloping roofs.
Providing and maintaining a diversion road suitable
for traffic during the construction period of the Rupees Eight
Bridge/CD works, including necessary earthwork, Thousand Six
22 400 mm thick GSB-II, Carpet , Seal coat, NP4 55.00 Rmt 8611.63 Hundred Eleven
Hume pipes of 1200 mm dia, and diversion sign and Sixty Three
boards, all as per the instructions of the Engineer-in- Paise Only
Charge, complete.
Clearing and grubbing road land including up rooting Rupees Twenty
trunk vegetation,grassbushes,shrubs,sapling sand Eight Thousand
23 trees girth up to 300 mm removal of stumps of trees 0.11 Ha 28455.09 Four Hundred Fifty
cut earlier &disposal of unserviceable material.(C)By Five and Nine Paise
Mechanical means in the area of light jungle. Only
Earthwork in cuting in all sorts of soil and soft
murrum including conveying and spreading the stuff,
24 embankment as and where directed within 200meters 13.00 Cum 137.33
Seven and Thirty
from the end of the cutting with all required lead and
Three Paise Only
Earthwork for embankment including breaking clods,
dressing with all lead and lift and including watering,
rolling and consolidation of subgrade in layers at
25 O.M.C. to required dry density, including filling the 4099.75 Cum 182.14
Two and Fourteen
depressing, which occurs during the process using a
power roller of 8 tonnes to 10 tonnes all as per
Supplying, stacking & spreading Hard murrum on the
Hundred Three and
26 road side for hard side shoulder of work as per 34.00 Cum 903.42
Forty Two Paise
specification including rolling & watering complete.
Construction of granular sub-base Gr-I by providing
coarse graded B.T. machine crushed material
satisfying MOST specification of (grading I) using
materials (53 mm to 26.5 mm@ 35 percent, 26.5 mm
to 4.75 mm @ 45 percent, 2.36 mm below @
27 225.00 Cum 1369.37 Hundred Sixty Nine
percent) including spreading in uniform layer with a
and Thirty Seven
motor grader on a prepared surface, mixing by mix in-
place method with rotavator at OMC and compacting
with vibratory roller to achieve the desired density
Providing and laying cement concrete 1:4:8 (1:
cement: 4 coarse sand: 8 crushed stone aggregate
28 93.60 Cum 2824.43 Hundred Twenty
mm nominal size ) and curing complete excluding
the cost of formwork in (A) Foundation and plinth
Three Paise Only
Providing & Laying controlled cement concrete
M250 for C.C. road including curing & cost of form
work. Finishing the cement concrete road by trimix Rupees Five
process inclusive of labour charges for trimix Thousand One
vacuum dewatering process on cement concrete road Hundred Fifty Two
by using vacuum dewatering pump, surface floater, and One Paise Only
surface vibrator and Groove cutting as per direction
by engineer incharge & as per specification.
Providing and placing in position FE 550D TMT Bar
Two Thousand Six
reinforcement including, cutting, bending hooking
30 4.95 MT 72601.86 Hundred One and
and tying complete as per detailed drawings for raft
Eighty Six Paise
slab, pier, solid slab, kerb block, wearing coat etc.
Excavation for foundation in sand, gravel,clay soft
soils and murrum etc. includingshoring, strutting
31 dewatering as necessaryand disposing of the 280.40 Cum 523.28
Three and Twenty
excavated stuff asdirected.(A) Depth upto 3.0 M. and
Eight Paise Only
leadupto 100m for 10 Cum
Providing & filling in foundation with ordinary Rupees Three
cement concrete M 100 mix & providing necessary Thousand Four
vertical pin headers including formwork, vibrating Hundred Fifty Six
ramming and curing complete. and Six Paise Only
Provading & casting in situ ordinary cement Rupees Three
concrete M 150 mix and providing necessary Thousand Seven
33 pinheaders including , shuttering scaffolding laying 264.60 Cum 3783.76 Hundred Eighty
vibrating and finishing without V-Grooves. (A) Three and Seventy
Heigth from 0.0 m to 5.0m for head wall of causeway Six Paise Only
Providing and fixing guard stone as per I.R.C. type Rupees Three
34 design including white washing etc. complete. (i) 11.00 Nos. 350.80 Hundred Fifty and
Fixing in headwall. Eighty Paise Only
Providing and placing in position FE 550D TMT Bar
reinforcement including, cutting, bending hooking
35 56.37 MT 73858.69 Eight Hundred Fifty
and tying complete as per detailed drawings for raft
Eight and Sixty
slab, pier, solid slab, kerb block, wearing coat etc.
Nine Paise Only
Road Marking with hot thermoplastic paints with
reflectorizing glass beads on bitumen surface
providing and laying a hot applied thermoplastic
compound 2.5 mm thick including refactoring glass
beads @ 250 gms per sqm area, thickness of 2.5 mm
excluding of surface applied glass beds as per
IRC:35-2015. The finished surface is to be level,
uniform, and free from streaks and holes. Zebra
36 patta/bump Patta lane/Centre line/ edge line/ Cut 93.00 Sqm 367.72
Seven and Seventy
patta. The White color marking should provide a
luminance coefficient on cement roads shall be min
130 mcd/m2/lux and on Ashphalt road shall be min.
100 mcd/m2/lux during the service life during the
day time. The marking should meet the performance
criteria for nighttime reflectivity, wet reflectivity,
and skid resistance as mentioned in section 15 of IRC-
2015 Warranty For Reflectivity shall be Two Year.
Supplying and fixing cat eye (Stimsonite) made out
from Acrilo beautile sterine injuction high Rupees Three
compressed molding with reflector made of MMC Hundred Seventy
(prismatic type of size 12cm x 6cm x 2.5cm) Five and Seventy
provided with bituminous adhesive 100g. with each Two Paise Only
unit for fixing. (High Intensity grade)
Hazard Marker Sign :-Providing and fixing sing
boards made out of 2mm aluminium sheet; size 90 x
30cms. 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; Rupees Two
reflectorised with retro refiective sheeting as per Thousand Four
38 latest M.O.S.T. Specifications; 3.1m long stand post 8.00 Nos. 2423.74 Hundred Twenty
and frame fabricated from suitable size iron angle of Three and Seventy
35 x 35 x 3mm & 50 x 50 x 5mm painted with best Four Paise Only
quality epoxy coatings The fixing at site shall be in
1:2:4 CC block of size 45x45x 60cms. for each leg.
including excavation curing etc. complete under the
supervision of engineer in charge.(A) Engineer
Cautionary Warning Sign :-Providing and fixing sing
boards made out of 2mm aluminium sheet; size 90 x
90 x 90 cms. equilateral triangle as per 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 refiectivesheeting as per Rupees Three
latest M.O.S.T.Specifications; 3.1m long stand Thousand Eight
39 postand frame fabricated from suitable sizeiron angle 10.00 Nos. 3808.66 Hundred Eight and
of 35 x 35 x 3mm, 75 x 75 x 6mm as required; Sixty Six Paise
painted with bestquality epoxy coatings in black Only
andwhite bends. The details of symbol foreach board
shall be as per theinstruction of engineer in charge.
The fixing at site shall be in 1:2:4 CC blockof size
x 45 x 60 Cms. for each leg.including excavation,
curing etc.complete under the supervision of
engineer in charge.(B) Engineering Grade. (VR)
Informatory Signs :-Providing and fixing sing boards
made out of 2mm aluminium sheet; size 80 x 60cms.
rectangle as per the design of IRC-67-1977 pre
treated with phospheting process & acid teching;
coated with one coat of epoxyprimer and two coats of
best qualityepoxy paint; reflectorised with retro
refiective sheeting as per latest M.O.S.T.
Specifications; 3.1m long stand postand frame
fabricated from suitable sizeiron angle of 35 x 35 x
40 2.00 Nos. 3856.90 Hundred Fifty Six
3mm75x75x6mm as required; painted with best
and Ninety Paise
qualityepoxy coatings in black and whitebends. the
details of symbol for eachboard shall details of
symbol for eachboard shall be as per the instruction
ofengineer in charge. The fixing at site shall be in
1:2:4 CC block of size 45 x45 x 60cms. for each leg.
including excavation curing tec. complete under the
supervision of engineer in charge.(A) Engineer
Providing and erecting 'W' metal beam crash barrier
comprising of 3 mm thick corrugated sheet metal
beam rail 70 cm above road/ground level fixed on
ISMC channel vertical post 150mm x 75m x 5mm Rupees Three
size erected at 2Mt. center to center,1.8 m high ,1.1 Thousand Four
41 m below ground /road /level , all steel parts and 120.00 Rmt 3466.15 Hundred Sixty Six
fitments to be galvanised by hot dip process , all and Fifteen Paise
fittings to confirm to IS:1367 and IS 1364, metal Only
beam rail to be fixed on the vertical post with a
spacer of chsnnel section 150x75x5 mm,330mm long
complete as per clause
Carry out alignment survey work by total station
including marking of centre line of the bridge and
various other component structures, taking ground
levels and details of existing structures within 40 m
from centre line, providing and fixing necessary
42 1.00 L.S. 25250.00 Five Thousand Two
reference pillars, establishing bench marks,
Hundred Fifty Only
establishing foundation layout on ground, including
submission longitudinal section, cross section and
report of survey work in three copies with soft copy
in CD to Engineer-in-charge as directed.
Provding flood guage makrs on substructure as per Hundred Sixty Six
deisign including painting complete and Ninety Paise
Providing and fixing marble slab including engraving Thousand Twelve
letters / numbers, painting complete. and Sixty Five
Providing masonry steps with cement pointing on Hundred Thirty
approaches on both ends as directed. Five and Ninety
Nine Paise Only
Excavation in Large Boulders and soft to medium Rupees Seven
rock by wedging including Shoring and Strutting and Hundred Thirty
dewatering as necessary and disposing of the Three and Sixty
Excavated stuff as directed. Two Paise Only
Excavation in Hard Rock By Dry-Wet blasting and Rupees One
chiselling including dewatering preparing foundation Thousand Seven
47 base by Proper benching and stepping and disposing 417.00 Cum 1715.19 Hundred Fifteen
of the Excavated stuff as directed.(A) Blasting and Nineteen Paise
Prohibited. Only
Providing and fixing FE 550D dowel bars of
minimum 32 mm dia for anchoring by drilling holes
Hundred Forty Five
48 in foundation strata including necessary bending, 317.00 Rmt 545.40
and Forty Paise
hooking of dowel bars and grouting the holes
complete as per detailed drawing and as directed.
Providing and casting in-situ controlled cement
concrete of M30 grade for RCC work for Raft and
cut-off wall including dewatering, scaffolding /
centring, shuttering, mixing, placing in position,
49 297.00 Cum 4725.79 Hundred Twenty
consolidating with mechanical vibrators, curing,
Five and Seventy
deshuttering carefully, making good the damages,
Nine Paise Only
fixing embedment, inserts, pockets, wherever
necessary as per specification and drawing.
Providing and filling trenches of Labour charges - Thousand Five
50 Excavator in rocky strata with ordinary cement 76.00 Cum 3521.87 Hundred Twenty
concrete M-15 One and Eighty
Seven Paise Only
Providing and casting in situ controlled cement
concrete M30 for RCC return as per drawings
including centering shuttering scaffolding where
51 183.00 Cum 5332.80 Hundred Thirty
necessary laying vibrating curing and finishing
complete (A) Height from 0.0 to 5.0 m.(1) Piers (2)
Abutment (3) RCC return.
Providing and casting in situ controlled cement
concrete M30 for RCC return as per drawings
including centering shuttering scaffolding where
52 8.00 Cum 5649.94 Hundred Forty Nine
necessary laying vibrating curing and finishing
and Ninety Four
complete (A) Height from 5.0 to 10.0 m.(1) Piers (2)
Abutment (3) RCC return.
Providing and casting in-situ controlled cement
concrete of M30 grade for RCC work in pier cap,
abutment cap, dirt wall including controlled cement
concrete M40 bed blocks or pedestal of required size
53 66.00 Cum 5412.59 Hundred Twelve
below bearing as per detailed drawings centering,
shuttering, scaffolding wherever necessary, laying,
vibrating, curing, finishing,complete as per
Providing and Fixing in Position FE 550D Dowel Rupees Four
Bars in Pier Caps or Abutment Caps for anchorage in Hundred Thirty
fixed end as per Detail drawing Cutting, bending and Seven and Thirty
welding complete as Directed. Three Paise Only
Providing and Fixing in Position FE 550D Dowel Rupees Four
Bars in Pier Caps or Abutment Caps for anchorage in Hundred Ninety
fixed end as per Detail drawing Cutting, bending and Four and Ninety
welding complete as Directed. Paise Only
Rupees Sixty and
56 Providing and laying TAR paper below solid slab 56.00 Sqm 60.60
Sixty Paise Only
Providing and casting in situ controlled cement Thousand Four
57 concrete M30 for R.C.C. Solid Slab including 320.00 Cum 5472.18 Hundred Seventy
centering,Scaffolding,Curing and finishing complete. Two and Eighteen
Providing Pre-moulded asphalt filler joints as per Hundred Seventy
drawings.(A) 20mm thick and Sixty Paise
Providing and casting in situ controlled cement
concrete M40 for average 100 mm. thick wearing
59 coat laid as directed including tamping vibrating 37.00 Cum 5565.10
Hundred Sixty Five
finishing curing and filling in joints with bitumen
and Ten Paise Only
Providing Crash Barrier of controlled cement Rupees Five
concrete M40 as per detailed with necessary Thousand One
60 reinforcement including shuttering laying vibrating 30.00 Cum 5147.97 Hundred Forty
and finishing to line and level complete. (i) cast in Seven and Ninety
situ. Seven Paise Only
Supplying and laying of Extruded Biaxial
Polypropylene Geogrid for base/sub-base
reinforcement of having minimum tensile strength Rupees One
40kN/m in the longitudinal and transverse direction Hundred Ninety
and confirming to MORTH specifications, laid in Nine and Ninety
layers below approach slab, above or in WMM layer Eight Paise Only
of flexible pavement, etc. with all necessary tools to
complete the work as per drawing.
Providing and casting in situ controlled cement Thousand Two
62 concrete M30 for approach slab including form work 23.00 Cum 5264.12 Hundred Sixty Four
curing and finishing complete and Twelve Paise
Providing and applying of painting on concrete
surface (P&L of 2 coat of water base cement paint to Rupees Forty Seven
63 un plastered concrete surface after cleaning the 197.00 Sqm 47.47 and Forty Seven
surface of dirt,dust,oil,greese,efflorescence and Paise Only
appling paint @ 1 lit for 2 sqm.
Providing and laying of Wet Mix Macadam base
course as per MORTH specification using machine
crushed B.T. chips as per required gradation, mixing Rupees One
with required optimum quantity of water, conveying Thousand Five
64 the mix to site of work, spreading in to grade and 126.80 Cum 1521.06 Hundred Twenty
camber with paver/mechanical means and One and Six Paise
consolidation each layer with vibratory roller to Only
aschieve the desired density including cost of
material labour plant and equipment etc. complete.
Providing and applying primer coat with Bitumen
emulsion (SS-I) on prepared surface of granular base
including cleaning of road surface and spraying Rupees Sixty Three
65 primer at the rate of 7.50 kg/ 10sqmt using 487.50 Sqm 63.63 and Sixty Three
mechanical means as per Technical Specification Paise Only
Clause 502. (Hincol made only ) (ii) Medium
Providing & laying bituminious base course 37.5 mm
thick compacted in single layer asphalt VG-30 grade
at 1.99 % by weight of mix for mixing and 4.0 kg/10
smt VG-30 grade Asphalt for tack coat & using B.T.
chips of required gradation including cleaning and Rupees Two
heating asphalt, premix material by drum mix Thousand Five
66 process in proper gradation and laying with paver 37.00 MT 2528.03 Hundred Twenty
finisher including rolling and consolidation with 8-10 Eight and Three
tonne vibratory roller and providing all material Paise Only
equipment, tools, and plants, fire wood, oil, kerosene
labour charges etc. complete using contractor's own
machinaries, drum mix plant and paver finisher etc.
Providing, laying 25mm thick compacted bituminous
carpet considering 0.66 cmt./10Smt. Stone chips for
one M.ton as per specification, using the asphalt at
rate 33.60 Kg/M.ton (i.e. 3.36% by weight of total
mix)and asphalt for tack coat at rate 2.5 Kg/ 10sq.mt. Rupees Three
including heating and mixing the asphalt and stone Thousand One
67 aggregates by continuous batching of drum mix plant 26.00 MT 3179.48 Hundred Seventy
and transporting and spreading the same by paver Nine and Forty
finisher and consoli-dation with vibratory roller with Eight Paise Only
necessary equipments oil, kerosene,fire wood labour
charges etc comp.with contractor's own machineries
and equipment tools etc. complete in accordance
with the requirement.
Providing and laying seal coat with B.T.
aggregate as specified using aggregate at the rate of
0.18 Cu.mt./10 Sq. mt. and bitumen grade VG-30
for mixing with aggregate at the rate of 4.50 % i.e. Rupees Three
45.00 Kg. / M.T including heating & mixing in hot / Thousand Four
68 drum mix plant & transporting & sreading the same 14.00 MT 3471.37 Hundred Seventy
by paver finisher & consolidation with vibratory One and Thirty
roller incl. necessary firewoood, oil, lubricants, Seven Paise Only
labour charges etc. using contractor's own drum mix
plant, machineries & equipment, tools etc. complete
in accordance with the requirement of specification.
Providing and laying asphalt painting on B.T. surface
Rupees Thirty Four
with bitumen VG-30 at rate of 5 Kg/10 sqmt. of
69 487.50 Sqm 34.67 and Sixty Seven
bitumen and spreading stone dust on painting surface
at the rate of 0.03 Cu.mt /10 Sqmt.
Cat Eye / Road Stud/RPM: Supplying of MoIded
Twin Shanks 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 13635 kgs. tested in accordance to ASTM D
4280 Type H and complying to Specifications of
Category A of MORTH Ci,cular No
RW/NH/33023/10-97- DO III Dt 11.06. 1997. The
height, width and length shall not exceed 20 mm,
Hundred Seventeen
70 130 mm and 130 mm and with minimum reflective 35.00 Nos. 217.40
and Forty Paise
area of 13 Sqcm on each side and andd slope to the
base shall be 35 +/-5 degree. The strength of
detachment of the integrated cylindrical shanks, (of
diameter not less than 19 +/- 2 mm and height not
less than 30 +/- 2 mm) from the body is ro be a
ninimum value of 500 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 manufacrurer's recommendation and The color
of the marker should be as per he IRC 35-201S and
as directed by Engineer-In-charge.
I/We am/are willing to carry out the work at ………………………………………………..% above/below (percent should be
written in figures 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.) Rs…24475133.183 Put to tender (Rs.) Rs.24475133.183
Deduct ……. % below Rs…………………… Add ……. % Avove Rs…………..
Net Rs. …………………… Total Rs. ………….
*( please strike out whichever is not applicable)
Note :- 1 An Amount shall be recovered from the 1st RA Bill of this work -400870.05/- Rupees
towards salvage value of dismentalled material likely to be available from dismentalling the existing structure irrespective
of the dismentalled quantity actuallly received on site.
Note :- 2 All works shall be carried out as public works department Handbook and other specification of Division or as directed.
All the columns in schedule should be filled in ink or ballpen and the total of the entries in last column should be struck
by the contractor under his signature.
Rate quated include clearance of site (Prior commencement of work and at its close) in all respects and hold good for
work under all conditions,site moisture, weather etc.
The Contractor shall exhibit a board as per Government Circular No. BDG/ 3277/ 1657/ N Dated 26/1/1997 S (M.GUJ)
Note :- 5 with detailed specification and details of work and amount involved at site without any payment as directed by the
Engineer-in-charge.
Note :- 6 All controlled concrete shall be produced in a fully automatic Concrete batching and mixing plant only.
The Contractor is solely responsible to bare all applicable taxes i.e. G.S.T. etc. and Department will not entertain any
contractor representation to reimburse any financial burden due to applicable taxes i.e. G.S.T. etc. NOT APPLICABLE
Note :- 8 To be continued on additional sheet,if found necessary.
Deputy Executive Engineer, Executive Engineer,
Panchayat (R&B) Sub-Division Panchayat (R&B) Division
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details.html
RAW_HTML
MMGSY ENVIRONMENT GR new.pdf
GR for Inspection 16.10.2025.pdf
GR for Mix Design 16.10.2025.pdf
Performance Bond and Bitumen date_260504_153117.pdf
DUDHIYA JALIAPADA SINGVAD ROAD_05-09-2025-GAD_24X33.pdf
GR All.pdf
R1_SIGAPUR MUNAVANI KALIYARAI ROAD-06-10-2025-GAD.pdf
SBD Pkg.7 Structure Work Limkheda Sub Dn.pdf
SCH.B Pkg.7 Structure Work Limkheda Sub Dn.pdf
Technical Specification -PKG7.pdf
Testing Shedule PKG7.pdf
WORK INCLUDED IN PKG.7 STRUCTURE.pdf
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