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Tender Value
₹26.4 L
EMD Value
₹27,000
Closing Date
30 Jun 2026, 6:00 pm3d left
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panchayat (R&B) Division, Dang - Ahwa
TASP 2025-26 Manmodi Kanchanpada Road km 0/0 To 1/0, Tal. Waghai. Dist. Dang
313177
43 (2nd Attempt) OF 2025 - 26
Open
Civil Works - Roads
Dang
7 documents required · 7 mandatory
₹1,500
Executive Engineer, Panchayat (R & B) Division, Ahwa
₹27,000
10 Jun 2026
10 Jun 2026
10 Jun 2026
30 Jun 2026
10 Jun 2026
Name of work: TASP 2025-26
Manmodi Kanchanpada Road km 0/0 To 1/0, Tal. Waghai. Dist. Dang
Memorandum showing items of works to be carried out
It. Quantities Item of work Estimate Unit Total Amount
It. Quantities Item of work Estimate Unit Total Amount
No. estimated but In figures according to
may be more or Rs. Ps. estimated
1 0.20 Hect. Clearing and grubbing road land including 34889.38 Hect.
uprooting rank vegetation, grass bushes, shrubs,
saplings and trees girth up to 300 mm removal of
stumps of trees cut earlier and disposal of
unserviceable materials.(D) By mechanical
means in area of thorny jungle.
2 240.00 Cu.mt. Earth work in cutting in all coats of soil and soft 112.02 Cu.mt.
murrum including conveying and putting the
stuff in spoil bank maintaining minimum
distance of five meter between top edge of
cutting and top of spoil bank.
3 15.00 Rmt Supplying and fixing reinforced concrete heavy 1968.38 Rmt
duty 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.(iii)
4 120.00 Cu.mt. Supplying, Stacking and Spreading the Hard 849.61 Cu.mt.
Murrum including rolling and watering etc.
5 13.30 Cu.mt. Construction of Granular Sub Base by providing 1219.69 Cu.mt.
coarse graded machine crushed B. T. material
satisfying MOST Specification of Grading - I
using 53 mm to 26.5 mm @ 30% (M.C. Metal),
26.5 mm to 4.75 mm @ 60% (M.C.Metal),
mm below @ 10% (Stone Dust) including
spreading in uniform layer with motor grader on
prepared surface, mixing by mix in place method
with rotavator at OMC and compacting with
vibratory roller to achieve the desired density
with C.B.R. > 30% etc. complete.
6 389.40 M.Ton Providing & laying 50.00 mm. thick compacted 2798.96 M.Ton
Bituminous Macadam with using Emulsion RS1
for tack coat at 2.5 Kg / 10 Sq.Mt. using stone
aggregate as per gradation and aspahlt grade VG-
30 at 3.40 % by weight of total mix hot laid
process with drum mix plant including
consolidation with vibrating roller including
operating plant and machinery cost of asphalt,
fuel, oil, lubricant and labour charges etc.
7 186.30 M.Ton Providing & laying 25 mm. thick SDBC using 3367.05 M.Ton
B.T. stone chips as per MORTH gradation and
specification with asphalt VG-30 at the rate of
50.00 kg. / M.Tone of total wt. for mix i.e. (5.00
% ) by weight of total mix of bitumen including
mixing aggregates & asphalt by continuous
batching drum mix plant & spreading the same
by paver finisher including rolling &
consolidation with 10 - 12 tonnes vibratory roller
& providing tools 7 plants, fire wood, oil,
kerosene, labour charges using contractor's own
machineries etc. complete.
8 3240.00 Sq.mt. Providing and laying asphalt painting on B.T. 31.67 Sq.mt.
surface with bitumen VG-30 at rate 5.00Kg /
10Sq.mt. including spreading stone dust for
painting surface at rate of 0.03 cu.mt. / 10 sq.mt.
9 45.00 Sq.mt. Providing and casting in situ ordinarycement 4526.65 Sq.mt.
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.
10 2.25 Sq.mt. Providing and fixing in position FE 500D TMT 72601.86 Sq.mt.
bar reinforement including cutting, bending and
tying complete as per detailed drawings. (A)
R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C.
Approch slab.(D) Wearing Coat.
11 1.00 No. Providing and fixing ordinary kilometer stone of 704.33 No.
precast C.C. 1:2:4 including necessary
reinforcement as per I.R.C. type design in C.C.
1:4:8 including lettering and painting etc.
complete. (For OD.R. & V.R.)
12 4.00 No. Providing and fixing Hectometer stone as per 356.50 No.
I.R.C. type design including lettering and
painting etc. complete. (ii) Fixing in C.C. 1:5:10
13 1.00 No. Informatory sings: Providing and fixing sing 3856.90 No.
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 3mm75x75x6mm as
required; painted with best 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 Grade(VR)..
14 3.00 No. Village name/ Bump Ahed sign :-Providing and 5045.36 No.
fixing sing boards made out of 2mm aluminium
sheet; size 90 x 60cms. rectangle as as per the
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
refiective sheeting as per latest M.O.S.T.
Specifications; Letters and numerals should be
as per IRC-30-1968, 3.1m long (2 nos) stand
post and frame fabricated from suitable size iron
angle of 50 x 50 x 5mm 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 block of size 45 x 45 x 60cms. for each
leg. including excavation curing etc. complete
under the supervision of engineer in charge.(A)
Engineer Grade(VR)...
15 91.10 Sq.mt. Road marking with hot applied thermoplastic 367.72 Sq.mt.
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 excludingof 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 lifeduring 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.
16 99.33 No Cat Eye / Road Stud / RPM: Supplying of 217.40 No
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 20mm, 130 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
integrated cylindrical shanks, (of diameter not
less than 19 +/- 2 mm and height not less than
30+/- 2 mm) from the body is to be a minimum
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 manufacturers recommendation and The
color of the marker should be as per
17 2.00 No Hazard Marker Sign :-Providing and fixing sign 3518.68 No
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 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 7 years for the Retro reflective
sheeting from original manufactu
18 44.30 Cu.Mt Excavation for foundation up to 1.5m depth 266.77 Cu.Mt
including sorting out and stacking of useful
material and disposing off the excavated stuff as
directed by Engineer in charge with all lead and
lift in (2) Dense or hard Soil.
19 4.70 Cu.Mt Providing & filling in foundation with ordinary 3362.25 Cu.Mt
cement concrete M 100 mix and providing
necessary vertical pin headers including
formwork vibrating ramming & curing complete.
20 33.90 Cu.Mt Providing & filling in foundation with ordinary 3732.29 Cu.Mt
cement concrete M 150 mix and providing
necessary vertical pin headers including
formwork vibrating ramming & curing complete.
21 10.00 Rmt Supplying fixing & joining reinforced concret 3469.26 Rmt
heavy duty non pressure pipe carrying indian
railway standard with collars for culverts carring
heavy traffic as per Indian railway standard
specification including setting and joining the
pipe in cement mortar 1:2 watering or laying (to
level and slope )of I.S.class NP-3 900mm dia
22 10.00 No. internal
Providing and fixing Guard stone as per I.R.C. 350.80 No.
type design including white washing etc.
complete (II) Fixing in C.C. 1:5:10
Rs. Twenty Six Lack Fourty Four Thousand Twenty Four and Paise Fifteen Only.
I/We am/are willing to carry out the work at ________________ % above/below ( percent should
be written in figures and in words ) of the estimated rates mentioned above. Amount of my/our tender works
*Estimated amount *Estimated amount
put to tender Rs. _____________ put to tender Rs. _______________
Deduct ____ % below Rs. _________ Add ____ % above Rs. _________
Net Rs. _________ Total Rs. _________
*( Please strike out which ever is not applicable )
Note 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.
Note 2 :- The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
Note 3:- GST and Income tax TDS will be deducted at a source while making payments of bills
Note 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.
Signature of Bidder Executive Engineer
Panchayat (R&B) Division
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