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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.2 LAccepted-AOC NEW NO 5 MAL STREET SAWYERPURAM THOOTHUKUDI 628251 | TUTICORIN | TAMIL NADU | 628251 | ₹79.2 L | L1 | Accepted-AOC Quoted Lowest rate and Executed Agreement on 11.07.2025 |
| 2 | L2₹81.2 L+₹2.0 L (2.46%)Rejected-AOC | ₹81.2 L+₹2.0 L (2.46%) | L2 | Rejected-AOC L2 Hence Rejected |
Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
5 Jun 2025, 3:00 pmClosed
Additional Collector (D), DRDA, Thoothukudi
DRDA, Thoothukudi
Thoothukudi District-PMGSY Incentive Grant 2024-25 Package No TN 25-45R Periodical Renewal and 5 year Routine Maintenance of PMGSY Road in Thoothukudi Block
2025_RDTN_141652_1
CRDPR,Chennai, Lr.No. DIPR/2253/Tender/2025 dt.15.05.2025
Open Tender
Civil Works - Roads
Item Rate
120 days
Thoothukudi District
As per Tender Schedule
4 documents required · 4 mandatory
₹0
₹1.6 L
DRDA, Thoothukudi
18 Jul 2025
30 May 2025
5 Jun 2025
30 May 2025
5 Jun 2025
31 May 2025
2 Jun 2025
Amount
Periodic Renewal and Five Year Routine Maintenance of Palayamkottai Thoothukudi road - Ramachandrapuram Km 0/0-3/4 in Thoothukudi Panchayat Union
Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)
Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25mm using 13.20mm IRC size HBG metal with 44 Kg of Bitumen-for 1cum of metal mixed in hot mix plant laying at site
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.2 to 0.25 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing and laying bituminoua concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects
Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising 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 etc., complete as per MoRT&H specification No.803
Provision for kM Stone
Provision for HM Stone
Cost of painting and lettering in Citizen information board
Provision for Maintenance and information Board
Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm 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 manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete
Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MoRT&H specification No. 806)
60 cm Equilateral triangle cautionary signboard with definition board
Provision for New Logo Board
Routine Maintenance after completion of work
Towards the charges for routine maintenance of the road work including dressing of bermsby refilling the gully with form berms, desilting of side drains and CD works , Whitewashing guardstones, painting of KM & HM stones,Parapets, cutting of breaches of trees, refixing displaced guard stones , caution boards, speed limit boards etc with the periodiocity for the above actitvities as prescribed in IRC SP 20-2002 and as directed by the departmental officers except for the constructional defects which has to be rectiufied by the contractor at his own cost.
For the First Year from the date of completion of work
For the Second Year from the date of completion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
THEJA STAG (BID ID -619179)
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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