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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Tech.Dc.SrutinyByConc.Dept.andComm.QualifiedTender |
| 2 | Accepted-Technical | Accepted-Technical Tech.Dc.SrutinyByConc.Dept.andComm.QualifiedTender |
| 3 | Rejected-Technical DHULE MAHARASHTRA | THANE | MAHARASHTRA | 400601 | Rejected-Technical Tech.Dc.SrutinyByConc.Dept.andComm.DisQualifiedTender |
Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
28 Nov 2025, 11:05 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
The Commissioner
Constructing Asphalt Road At Sakri road Sinchan Bhavan To Lumbinvan Parisar At Dhule
Constructing Asphalt Road At Sakri road Sinchan Bhavan To Lumbinvan Parisar At Dhule
2025_DMCD_1249453_4
DHULE/DMC/ PWD/ NagrisuvidhaFund 2025-26/ 98/1-4/ 2025-26
Open Tender
Civil Works
Percentage
120 days
in dhule city
Please refer Tender documents.
10 documents required · 10 mandatory
₹8,850
₹1.5 L
2 Dec 2025
21 Nov 2025
2 Dec 2025
21 Nov 2025
28 Nov 2025
21 Nov 2025
Clearing and grubbing road land including 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 and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
Excavation / Levelling for road way in earth, soil of all sorts, sand gravel or soft murum including dressing section to the required grade , camber and side slopes and conveying the excavated material with all lifts upto a lead of 50 m. and spreading for embankment or stacking as directed..
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V - Sat attachment to the required density. Grading I ( Using Screening Type A (13.2) mm Aggregate)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V - Sat attachment to the required density. Grading II ( Using Screening Type B (11.2) mm Aggregate)
Providing and constructing 75 mm thick Modified Penetraction Macadam (MPM) road surface including all materials, preparing the existing road surface spreading 40 mm stone layers metal 100% crusher plant , heating and spraying the bitumen of specified grade @ 2 Kg./sqm. spreading 12mm size chips compacting with three wheel static rollar having weight 8 to 10 M.T. to achive the desired degree of compaction as per Technical SpecificationClause 506 etc. complete, including applying tack coat of specified grade of bitumen at the rate of 0.30 Kg./Sqm. on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates)
BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Gradeing 1, premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface , finished to the required grade, level alignment and rolling to achieve the desired density for 80/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of hot mix plant as per IRC - 27-2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate fedder, built in dust controller system and PLC for Drum Mix Plant Sensor Paver and Vibratory rollar excluding prime / Tack coat etc. complete -- Bitumen 3.30 % of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates)
BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of Gradeing 1, premixed with bituminous binder @ 5.40 % by weight of total mix and filler , transported to site with VTS, laid over a previously prepared surface , finished to the required grade, level alignment and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen, Excluding prime / tack coat. For Bitumen of specified grade -- Using Batch mix type hot mix plant with SCADA , Sensor Paver , Vibratory roller with Stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)
Road Marking with HOT Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous surface - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm. Area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes complete.
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye 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 16000 kg tested in accordance to ASTMD 4280 Type Hand complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DOIII Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 + /-2 mm and with minimum reflective area of 13 Sq cm 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 Kg. 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 manufacturer's recommendation and complete as directed by the engineer. The contractor shall submit at woyear warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.
Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.
Providing and fixing board displaying information, such as 'Nameofwork, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20 m x 0.90 m size made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border/messages/ symbols etc. with approved colour shade paint complete, on M.S. angle of size 35x35x3 mm frame with properly cross braced M.S. angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc. and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge
Add GST Charges 18% On A
Add 0.5% Insurance On A
Add For Royalty Charges
Quality Control Testing Charges
tech_bid_open.pdf
tech_eval.pdf
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TNo2_Yr202425_ccrd_works_TForm.pdf
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TNo18_Yr202425_ccrd_6works_BoQ.pdf
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