Strengthening to the Merpanaikadu East Mariyamman Kovil road Km 0/0 - 0/593 in Merpanaikadu Panchayat at Aranthangi Panchayat Union, Pudukottai District, Under MLA CDS 2026-27
Panchayat Union, Aranthangi · Aranthangi, Tamil Nadu · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹27.0L
- EMD: ₹27K
- Published: 15 Oct 2026
- Closing date: 10 Nov 2026
- Status: open
- Status as of: 30 Oct 2026 07:13 UTC
- Ministry: Government of Tamil Nadu
- Department: Rural Development and Panchayat Raj Department
- Office: Block Development Officer (Block Panchayat), Panchayat Union Office, Aranthangi
Description
Road strengthening work on the Merpanaikadu East Mariyamman Kovil road from Km 0/0 to 0/593 in Merpanaikadu Panchayat, Aranthangi Panchayat Union, Pudukottai District. The work is a bituminous road project with an estimated value of Rs. 27,00,000 and a completion period of 6 calendar months from the work order.
Eligibility & requirements
- Experience required: 2 years
- Past performance: 50%
- Startup relaxation: No
- MSE relaxation: No
- Certifications: CA UDIN certification for audited balance sheets
- Documents required: Valid contractor registration, Failsafe undertaking, GST turnover evidence, Audited balance sheets with CA UDIN certification for the last 10 years, Clean property Encumbrance Certificate issued within 30 days, Sworn affidavit on stamp paper, Non-blacklisting affidavit, Work completion certificates for similar civil work
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Commercial terms
- Bid type: Item Rate
- Evaluation: Lowest responsive bidder (L1); negotiation exclusively with L1
- Make in India (MII): No
- MSE preference: No
Line items (9)
- Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A — Qty: 133.43 Cum
- Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification — Qty: 741.25 Sqm
- Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. — Qty: 333.56 Cum
- Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., Complete — Qty: 2223.75 Sqm
- Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete — Qty: 2223.75 Sqm
- BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II)Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 — Qty: 55.59 Cum
- Providing and laying gravel for side berms including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp — Qty: 17.79 Cum
- Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface — Qty: 118.6 Sqm
- Provision for Hectameterstone — Qty: 2 Each
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