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Tender ID
Tender Value
₹46.9 L
EMD Value
₹47,000
Closing Date
5 Mar 2026, 6:00 pmClosed
Executive Engineer Ukai Division No.1, Ukai
Recarpeting of TRC garden SRP Chowki to Samsan road at Ukai Ta-Ukai, Dist-Tapi
278717
E Tender Notice No.32 of 2025-26
Open
Civil - All
Works
Tapi
10 documents required · 10 mandatory
₹1,500
Yes
Executive Engineer Ukai Division No.1,Ukai
₹47,000
Yes
19 Feb 2026
19 Feb 2026
19 Feb 2026
5 Mar 2026
19 Feb 2026
Name of Work :-Recarpeting of TRC garden SRP Chowki to Samsan road at Ukai Ta-Ukai, Dist-Tapi
ITEM No. QTY. DESCRIPTION RATE UNIT AMOUNT
In Figure In Words
Preparing surface by Brushing with wire brushes for removing caked mud etc.
sweeping with brooms and finally fanning the cleaned surface with gunney bags to Rupees Seventeen And Paise
remove all loose dirt etc.(ii) Black top surface. Ninety Four Only
Supplying, Stacking, Spreading & rolling of Hard Murrum on road side for hard side
shoulder of work as per specification including filling the mesure boxes of standard Rupees Three Hundred Sixty
size etc. complete. And Paise Fifty Seven Only
Construction of granular sub-base 150 mm thick by providing coasre graded
machine crushed B.T. material satisfying MOST specification of grading II (B.T.
stone aggregate 26.5 to 4.75 mm - 75 % and 2.36 mm below - 25 % ) including Rupees Seven Hundred
3 234.90 spreading in uniform layer with motor grader on prepared surface, mixing by mix in 725.18 Twenty Five And Paise Cu.M
place method with rotavator at OMC and compacting with vibratory roller to achieve Eighteen Only
the desired density etc. complete.
Providing and laying 37.50mm.thick B.M.using B.T.aggregate at the rate of
0.66cmt.per M.T.asphalt for tack coat Asphalt VG-10 at 2.5 kg. / 10 sq.m. with
mechanical spreyer and bitumen grade V.G.30 for mixing at 34.00kg./ M.T.i.e.3.4% Rupees Two Thousand
of total mix including heating the aggregate and asphalt by drum mix plant and Seven Hundred Sixty Four
4 129.20 spreading the same by paver finisher and consolidation with vibratory roller and 2764.37 M.Ton
And Paise Thirty Seven
power roller including providing all materials equipment, tools and plants, oil, Only
kerosene, firewood, labour chrges etc.complete using contracter's own machinaries
drum mix plant and paver finisher etc. complete.
Providing and Laying 50 mm thick Dense Graded Bituminous Macadam (Providing
and laying dense bituminous macadam with 100-120 TPH batch type HMP
producing an average output of 75 tonnes per hour/ 80 - 100 capacity using crushed
aggregates of specified grading, premixed with bituminous binder @ 4.5% by weight
of total mix of mix and filler, transporting the hot mix to work site, laying with a Rupees Three Thousand One
5 630.32 hydrostatic paver finisher with sensor control to the required grade, level and 3184.53 Hundred Eighty Four And M.Ton
alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the Paise Fifty Three Only
desired compaction as per MoRTH specification clause No. 507 complete in all
respects. including bitumenus tack coat @ 2.5kg/10smt etc complete) [For Grade-I,
[email protected]% rate] (50 mm thick)
Name of Work :-Recarpeting of TRC garden SRP Chowki to Samsan road at Ukai Ta-Ukai, Dist-Tapi
Providing and laying 30mm thick compacted semi dense bituminous concrete with
B.T. aggregate as per MORT & H gradation & specification & Bitumen emulsion RS-
1 for tack coat 2.5Kg./10 Sq.m. and mixing asphalt grade VG-30 (60/70) at
50.00Kg./M.T. i.e. 5.00 % by weight of total mix including heating the aggregate and
asphalt by contineous batching of 100-120 TPH batch type HMP producing an Rupees Three Thousand
average output of 75 tonnes per hour and spreading the same by paver finisher and 3527.93 Five Hundred Twenty Seven
consolidation with vibrator roller and power roller including providing all materials, And Paise Ninety Three
equipements, tools, and plants oil, kerosene, firewood, labour charges etc. comp. Only
using contracter's own machinaries Batch type hot mix plant and paver finisher etc.
Providing and Laying asphalt painting on BT surface with bitumen as per rate of
kg/10sqmt of VG - 30 and spreading stone dust on painting surface at the rate of 0.03 Rupees Thirty Two And
cumt/10sqmt ( including the cost of bitumen) Paise Forty Two Only
Filling around the pipes with murrum including dressing, tampering etc. complete. Rupees Eighty Eight And
Paise Five Only
Road marking with hot applied thermoplastic paints with reflectorising glass beads
on bitumin surface providing and laying a hot applied thermoplastic compound
mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of Rupees Three Hundred Sixty
9 298.00 2.5mm is excluding of surface applied glass beds as per IRC:35- 2015. The finished 367.72 Seven And Paise Seventy Sqm
surface to be level, uniform and free from streaks and holes. zebra patta /bump patta Two Only
lane/center line/ edge line/cut patta. The white color marking should provide
liminance coefficinet on cemend road shalll be min 130 mcd/m2/lux and Asphalt
100 mcd/m2/lux duringoftheMolded
RPM: Supplying service Twin
Shanksthe Raised
Markers made of polycarbonate and ABS moulded body and reflective panels with
Micro prismatic lens (No Glass bead lens) capable of providing total internal Rupees Three Hundred
10 117.00 reflection of the light entering the lens face and shall support a load of 13635 kgs. 326.23 Twenty Six And Paise Each
tested in accordance to ASTM D4280 Type H and complying to Specifications of Twenty Three Only
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 20 mm, 130 mm and 130 mm and
Excavation for reflective
foundationarea 13 sqcm
upto 1.5 mondepth
side and the slope out
andbase shall be
stacking of Rupees One Hundred Fifty
11 319.70 useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense 153.41 Three And Paise Forty One Cum
or Hard soil Only
Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and Rupees One Hundred Sixty
12 57.12 stacking of useful materials and disposing off the excavated stuff upto 50 Meter 166.44 Six And Paise Forty Four Cum
lead.(B) Dense or Hard soil Only
Name of Work :-Recarpeting of TRC garden SRP Chowki to Samsan road at Ukai Ta-Ukai, Dist-Tapi
Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- Graded Rupees Three Thousand
13 11.50 brick bat aggregate 40mm normal size) and curing complete excluding cost of 3060.65 Sixty And Paise Sixty Five Cum
formwork in (A) Foundation and Plinth Only
Providing and laying cement concrete 1:2:4 (1- Cement :2- Coarse sand : 4- graded
stone aggregates 20 mm nominal size) and curing complete excluding cost of Rupees Three Thousand
14 18.80 formwork in (A) Foundation and Plinth 3786.47 Seven Hundred Eighty Six Cum
And Paise Forty Seven Only
Name of Work :-Recarpeting of TRC garden SRP Chowki to Samsan road at Ukai Ta-Ukai, Dist-Tapi
Providing formwork of ordinary timber planking so as to give a rough finish
including centering shuttering
strutting and propping etc. height of propping and centering below supporting floor to
Rupees Two Hundred Thirty
15 58.70 ceiling note exceeding 4 M. and removal of the same for in situ reinforced concrete 238.06 Sqm
Eight And Paise Six Only
and plain concrete work in. (C) Vertical surface such as walls (any thickness)
partitions and the like including attached buttresses & string course & the like.
Supplying and fixing reinforced concrete heavy duty non pressure pipes with collars
Rupees Three Thousand
for culverts carrying heavy traffic as per IS 458-1991 specifications including setting
16 38.00 3469.26 Four Hundred Sixty Nine Rmt
the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of
And Paise Twenty Six Only
following internal daimeters.(v) 900mm dia.
Supplying and fixing reinforced concrete heavy duty non pressure pipes with collars
for culverts carrying heavy traffic as per IS 458-1991 specifications including setting Rupees Six Hundred Fifty
17 50.00 the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of 659.99 Nine And Paise Ninety Nine Rmt
following internal daimeters.(i) 300mm dia. with cement mortar 1:1 proportion, Only
finishing curing etc. complete for all lead and lifts
Providing videography on the ocassion of function or for on going construction work Rupees One Thousand Two
18 1.00 including dubbing, titeling etc. complete including cost of cassette/ CD (b) Up to 4. 1230.51 Hundred Thirty And Paise 4 Hrs.
00 hours Fifty One Only
I / We ……………. am / are willing to carry out at ………..…… % above /below percent (should be written in figure & words) of Amount mentioned above.
Estimated amount put to Tender Rs………………………………….
NOTE : 1. All works shall be carried out as per public Works Department hand book and other specification of Division or as directed.
2. All the columns in 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. Rate quoted include clearance of site (prior commencement of work and at its clouse) 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.
Deputy Executive Engineer
Signature of Contractor Ukai Sub Division No. B/1
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1. SBD Recarpeting TRC To samsan Road.pdf
2.sc-B Recarpeting TRC To Samasan Road.pdf
E Tender Notice No.32 of 2025-26 upload.pdf
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