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Tender Value
₹31.7 Cr
EMD Value
₹31.7 L
Closing Date
16 Apr 2026, 6:00 pmClosed
Executive Engineer , Ahmedabad Urban Development Authority, Ahmedabad
Construction of 12 Mtr & 30 Mtr TP Road in Rupavati - Naranpura - Chharodi - Khoraj - Virochannagar TPS -134, 139/A, 139/B139/C, 142 & 144 at AUDA area.
293199
RW No.20 2025-26
Open
Miscellaneous Works
Ahmedabad
2 documents required · 2 mandatory
₹18,000
Ahmedabad Urban Development Authority, Ahmedabad
₹31.7 L
2 Apr 2026
2 Apr 2026
2 Apr 2026
16 Apr 2026
2 Apr 2026
Name of Work :- Construction of 12 Mtr & 30 Mtr TP Road in Rupavati - Naranpura - Chharodi - Khoraj - Virochannagar TPS -134, 139/A, 139/B, 139/C,
Item No. Qty. Description of Items Rate Per Amount
In Fig. In words
1 15.6400 Clearing and grubbing road land including upropting rank, vegitation, 28393.04 Rupees Twenty Hect
gras, bushes, shrubs, saplling and tress girth upto 300 mm removal of Eight Thousand
stumps of tress cut earlier and disposal fo unsevicebles materials and Three Hundred
stacking of serviceable materials to be use of auctioned upto a lead of 1000 Ninety Three &
Four Paise Only
meters Including Removal and disposal of top organic soil not exceeding
150mm in thickness (C) by Mechanical means in area of light jungle.
2 145000.00 Loosening of soils by meachanical means including rolling and watering 5.14 Rupees Five & smt
with power roller and filling depressions which occur during process Fourteen Paise Only
etc.comp as directed.
3 22230.00 Earthwork in cutting in all sorts of soil and soft murrum including 127.75 Rupees One Cmt
conveying and spreading the stuff, embankment as and where directed Hundred Twenty
within 200meters from the end of the cutting with all required lead and lifts Seven & Seventy
. Five Paise Only
4 282942.00 Earthwork for embankment including breaking clods, dressing 169.44 Rupees One Cmt
with all lead and lift and including watering rolling and Hundred Sixty Nine
consolidation of subgrade in layers at O.M.C. to required dry & Forty Four Paise
density including filling the depression which occur during the Only
process using power roller 8T to 10T.(E) From Borrow area
within all lead
5 21170.60 Construction of 200mm (as per IRC 37) ThickGrannular sub base(GSB-I) 1351.38 Rupees One Cmt
by providing coarse graded material using B.T Metal 53 mm to 26.50 mm Thousand Three
@ 35 % ,26.50 mm to 4.75mm 45% & Coarse sand below 2.36 mm 20 % Hundred Fifty One
in uniform layer with motor grader on prepared surface mxing by mix in & Thirty Eight
place method with vibratory roller to achive the desired density complete as
6 25030.50 Providing, laying, spreading and compacting graded stone aggregate to wet 1737.20 Rupees One Cmt
mix macadam 250 mm thick as per MOST(as per IRC 37) in two layers Thousand Seven
each as per specification including premixing the Material with water at Hundred Thirty
OMC in mechanical mix plant carriage of mixed Material by tipper to site, Seven & Twenty
laying in uniform layers with paver in sub- base / base course on well
prepared surface and compacting with vibratory roller to achieve the
desired density.
7 98670.00 Providing & applying evenly priming coat with bitumen Emulsion (SS1) 41.41 Rupees Forty One Smt
on prepared surface of granular base including cleaning of road surface & Forty One Paise
and sparying primer at the rate of 7.50 Kg. / 10 Smt using using Only
mechanical means.
8 30815.00 Providing & Laying 140 mm Dense Bituminous Macadm in 2 leyers with 3610.75 Rupees Three MT
Crushed stone aggregate and filler meterial as per gradation of MOST and Thousand Six
bitumen VG-40 at a rate of 45 Kg/MT (4.5%) by weight of total mix for Hundred Ten &
mixing & tack coat at 2.50 kg. / 10 sq.m.on B.T. Surface on each layers & Seventy Five Paise
using mix by hot laid process including heating the asphalt and aggregate in
Batch mix plant transporting the mix and spreading the same by electronic
sensor paver and consolidation with vibratory roller including. necessary
fire wood oil.lubicant labour and hire charges of required plant machinery
etc.complete as per technical specification clause
9 9187.00 Providing and laying 40 mm bituminous Concrete using BT aggregate of 4038.99 Rupees Four MT
approved quarry as per gradation of MOST and bitumen VG-30 at a rate of Thousand Thirty
55 Kg. per MT (5.5%) by weight of mix by hot mix hot laid process Eight & Ninety
including heatinf the asphalt and aggregate in batch mix plant by Nine Paise Only
transporting the mix and speading the same electronic sensor paver and
consolidation with vibratory roller incl. necessary fir. wood oil lubricant.
labour and hire charges of required plant machinery etc.complete as per
Technical Specification clause
10 95700.00 Providing and laying Asphalt painting as wearing course using bitumen 54.54 Rupees Fifty Four Smt
VG 40 @ rate of 5.0Kg./10 sq.m. and stone dust 0.1 Cum/10 Sqm of & Fifty Four Paise
road surface etc. complete as per Technical Specifications.(RA-12) Only
11 4913.33 Road marking with hot applied thermoplastic paints with reflectrorising 367.73 Rupees Three Smt
glass beds on bitumin surface providing and laying hot applied Hundred Sixty
thermoplastic compound 2.5 mm thick including reflectorsing glass beds Seven & Seventy
250 gms as per IRC :35 2015. The finished surface to be level uniform and Three Paise Only
free from streak and holes. zebra patta/bumps patta lane/center line /edge
line cut patta . The white colour marking should provide limance coffecient
on cement road shall be min 130 mcd/m2/lux and asphalt road shall be min
100 mcd/m2/lux during the service life during the day time. The marking
should be meet the performanc ecriteria for night time
reflectivity,wetreflectivity and skid resistance as mentioned in section 15 of
12 2457.00 Cat Eye: Supplying raised pavemen markers of polycarbonate and ABS 326.23 Rupees Three Nos
moulded body and reflective panels with micro prismatic lens 9no glass Hundred Twenty
beds lens) capable of providing total internal reflection of the light entering Six & Twenty
the lens face and shall support a load of 13635 kgs tested in accordance Three Paise Only
witth ASTM D4280 type H and complying to specification of category A of
the morth circular no RW/NH/33023/10-97-DO III dt 11.6.1997. The
height width and length shall not exceed 20 mm 130 mm and 130 mm and
minimum reflective area of 13 sqcm.on each side and slope to the base
shall be 35+/-5 degree. The body of the marker should havind grip of easy
and accurate placement and application with apoxay/bituminous adhesive
as recommnded by manufacture of the marker. The colour of the marker
should be as per IRC35-2015 and as directed by engg incharge.
13 4840.00 Providing and laying mountable type Central Verge including casting of 361.65 Rupees Three Rmt
Kerb of size 15.00 x 32.50 Cm by mechanical Kerb casting machinery and Hundred Sixty One
oil paint colour to Center Verge (kerb) by Yellow/White and Black patta & Sixty Five Paise
(Three Coat) one coat of priming & two coat of Oil Paint including cost of Only
material required for paint and all labour work etc. complete as per
direction, detailed drawing and instruction of engineer incharge. (including
Epoxy Paint of Approved Quality)(Central Verge)
14 1760.00 Painting With enamal paint(Two Coat) including priming coat on new 72.58 Rupees Seventy Smt
surface with ,brushing ,interior to give even shade including cleaning the Two & Fifty Eight
surface an even shade including cleaning the surface of all dirt, dust and Paise Only
other foreign matter
15 Supplying and fixing reinfored concrete heavy duty non-pressure pipes 0.00 Rupees / Only
with collars for culverts carrying heavy traffic as per IS 458-1991
specification including setting and jointing the pipes in CM. 1:2 watering
and laying (To level or slope) of class NP3 of following internal daimeters.
A 600.00 Class NP 3 of 300 mm dia. 649.93 Rupees Six Rmt
Hundred Forty Nine
B 1200.00 Class NP 3 of 450 mm dia. 1176.49 Rupees One Rmt
Hundred Seventy
Six & Forty Nine
C 1000.00 Class NP 3 of 600 mm dia. 1952.00 Rupees One Rmt
Hundred Fifty Two
D 900.00 Class NP 3 of 900 mm dia. 3446.51 Rupees Three Rmt
Hundred Forty Six
& Fifty One Paise
E 1500.00 Class NP 3 of 1200 mm dia. 5530.95 Rupees Five Rmt
Hundred Thirty &
Ninety Five Paise
16 2630.00 Excavation for Foundation upto 3.0m depth including sorting out and 149.68 Rupees One Cmt
stacking of useful materials and disposing off the exavated stuff up to 50 Hundred Forty Nine
meter lead (A)Dense or hard Soil. & Sixty Eight Paise
17 1056.00 Providing and laying cement concrete 1:3:6 (1 Cement : 3 Coarse sand : 6 3005.76 Rupees Three Cmt
hand broken stone aggregate 40mm nominal size) and Curing complete Thousand Five &
excluding cost of formwork in (A) Foundation and plinth (up to 10 ton) Seventy Six Paise
18 1340.00 Providing and Casting in situ ordinary cement concrete M200 for R.C.C. 4443.29 Rupees Four Cmt
Raft and cutt off walls including necessary shuttering Thousand Four
laying,vibrating,ramming and curing complete.(B) Walls, fom top of Hundred Forty
foundation level upto floor two level (upto 10ton). Three & Twenty
Nine Paise Only
19 67000.00 Providing TMT Bar FE 415 reinforcement for RCC work including 67.26 Rupees Sixty Seven kg
bending, binding and facing in position complete upto floor two level (upto & Twenty Six Paise
20 15.00 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 3113.11 Rupees Three Nos
2mm aluminium sheet; size 60cms. diameter circle as per the design of IRC- Thousand One
67-1977 pre treated with phospheting process & acid eteching; coated with Hundred Thirteen &
one coat of epoxy primer and two coats of best quality epoxy paint; Eleven Paise Only
reflectorised with retro reflective sheeting as per latest M.O.S.T.
Specifications; 3.1m long stand post and frame fabricated from suitable
size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with
best quality 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 block of size 45 x 45 x 60cms. for each
leg. including excavation curing etc. complete under the supervision of
engineer in charge.(B)High Intensity Grade
21 15.00 Direction Sign (Junction Board): Providing and fixing boards made out of 21287.51 Rupees Twenty One Nos
2mm alluminium sheet size 244 x 122 cms. Rectangle as per design of IRC Thousand Two
- 67 - 1977. Pretreated with phoshpheting process and acid etching; coated Hundred Eighty
with one coat of epoxy primer and two coats of best quality epoxy paint; Seven & Fifty One
reflectorised with retro reflective 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 50x 50 x 5mm, & 75 x 75 x 6 cms. as required; 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 instructions of
Engineer in charge. The fixing at site shall be in1:2:4 C.C. block of size
x 45 x 60 cms. for each leg including excavation, curing complete under
the supervision of Engineer-in-charge. (B) High intensity grade.
22 15.00 Providing & fixing Village / Bump Ahead Sign boards made out of 2 mm 6397.44 Rupees Six Nos
aluminum sheet, size 90 x 60 cms. Rectangle as per the design of IRC 67- Thousand Three
1977. Pretreated with phoshpheting process and acid etching; with one coat Hundred Ninety
of epoxy primer and tow coats of best quality epoxy paint refectories with Seven & Forty Four
reflective sheeting as per latest M.O.S.T. Specification latter and numbers
should be as per IRC-30 1968 3.1 m long (2 Nos) stand post and frame
fabricated from suitable size iron angle 50 x 50 x 5 mm, as required
painted with best quality epoxy coating in black and white bends. The
details of symbol for board shall be as per the instruction of Engineer in
charge. The fixing at site shall be in 1:2:4 C.C. blocks of size 45 x 45 x
cms. For each leg. Including excavation curing etc. complete under the
supervision Engineer-in-charge.(B) High intensity grade.
23 9.00 Supplying And Fixing Jumbo bollard swiss type Made out of 1.5 cm crc 7272.00 Rupees Seven Nos
sheet height 188 cms. Bottom dia 30 cms. Top dia 18cm. With direction Thousand Two
plate of 45cm dia. Fabricated as per attached drawing, pre treated with Hundred Seventy
phospheting process painted with apoxy coating reflectorised with retro Two & Only
reflective sheetings specified by M.O.R.T & H.'s latest specification. (B)
High Intensity Grade.
24 5.00 Cautionary Warning Sign :-Providing and fixing sing boards made out of 3342.18 Rupees Three Nos
2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per Thousand Three
design of IRC-67-1977. Pre treated with phospheting process & acid Hundred Forty Two
etching; coated with one coat of epoxy primer and two coats of best quality & Eighteen Paise
epoxy paint ;reflectorised with retro refiectivesheeting as per latest
M.O.S.T.Specifications; 3.1m long stand post and frame fabricated from
suitable size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required;
painted with best quality 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 block of size 45 x 45 x
Cms. for each leg. Including excavation, curing etc.complete under the
supervision of engineer in charge.(B) High Intensity Grade
25 6.00 Four/Two lane Ahead sign :-Providing & Fixing sign boards made out of 17946.03 Rupees Seventeen Nos
2mm aluminium sheet, size 120 x 120 cms square plus 120 x 60cms Thousand Nine
additional plate as per the attached drawing pre treated with phosphetingg Hundred Forty Six
process & acid etching. coated with one coat of epoxy primer and two coats & Three Paise Only
of best quality epoxy paint reflectorised with retro sheeting as per latest
M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-
1968,3.1m long (2No) stand post and frame fabricated either from iron
angle of 50x50x5mm, 75x75x6mm as required, painted with best quality
epoxy coating in black and white bends The fixing at site shall be in 1:2:4
CC block of size 45 x 45x 60cms for each leg, including excavation curing
etc. complete under the supervision of engineer in charge.(B)High Intensity
26 10.00 Informatory Signs :-Providing and fixing sing boards made out of 2mm 3741.45 Rupees Three Nos
aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67- Thousand Seven
1977 pre treated with phospheting process & acid etching; coated with one Hundred Forty One
coat of epoxy primer and two coats of best quality epoxy paint; reflectorised & Forty Five Paise
with retro reflective sheeting as per latest M.O.S.T. Specifications; 3.1m
long stand post and frame fabricated from suitable size iron angle of 35 x
35 x 3mm75x75x6mm as required; painted with best quality epoxy
coatings in black and white bends. the details of symbol for each board
shall 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 block of size
x45 x 60cms. for each leg. including excavation curing tec. complete under
the supervision of engineer in charge.(B) High Intensity Grade
27 10.00 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 2423.74 Rupees Two Nos
aluminium sheet; size 90 x 30cms. rectangle as as per the design/drawing Thousand Four
attached (IRC) pretreated with phospheting process & acid etching; coated Hundred Twenty
with one coat of epoxy primer and two coats of best quality epoxy paint; Three & Seventy
Four Paise Only
reflectorised with retro refiective sheeting as per latest M.O.S.T.
Specifications; 3.1m long stand post and frame fabricated from suitable
size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted with best
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.(B)High Intensity Grade
28 10.00 Give Way Sign :-Providing and fixing sing boards made out of 2mm 3342.18 Rupees Three Nos
aluminium sheet; size 90 x 90 x 90cms. equilateral triangle (inverted) as as Thousand Three
per the design of IRC-67-1977 pre treated with phospheting process & acid Hundred Forty Two
etching; coated with one coat of epoxy primer and two coats of best quality & Eighteen Paise
epoxy paint; reflectorised with retro reflective sheeting as per latest
M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from
suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted
with best quality epoxy coatings in black and white bends. 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.(B)High Intensity Grade
29 12320.00 Dewatering by pumping set of required capacity including temporary 41.40 Rupees Forty One HP/Hrs
platform carting pumping at site and fixing the same in position including & Forty Paise Only
all accessories, and fuel and labour etc. complete
Estimated Amount put to tender
(Rs.Thirty One Crore Sixty Six Lac Sixty Three Thousand Eight Hundred Ninety Eight Only)
I/ We am/ are willing to carry out work at % above / below Estimated rates as mentioned.
Amount of my tender works out as under.
Estimated Amount put to tender Rs.
deduct / Add Rs.
Below / Above Rs.
Net Rs. Executive Engineer
Dated Signature of Contractor AUDA, Ahmedabad.
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details.html
RAW_HTML
06.General Condition.pdf
7. Additional General Condition.pdf
9. ROADWORKSSPECIFICATIONS.pdf
10. Specification for Asphaltic Items.pdf
B-1 form.pdf
B-1.pdf
Extra Condition.pdf
PQ.pdf
read notice.pdf
Road Item Specification.pdf
Schedule - B.pdf
SPECIAL CONDITION FOR WORKING WITH PMC APPOINTED BY AUDA.pdf
Tender Agrrement Notice.pdf
tender notice.pdf
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