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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹95 L
EMD Value
₹95,000
Closing Date
24 Nov 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Project director
Project director, Collectorate office, DRDA Kallakurichi, 606202
TNKKI/SASCI/2025-2026/03 Strengthening of road from Kanankadu Pachakali Amman Koil Road Km 0/0 - 1/650 in Package No.03 in Rishivandiyam Block of Kallakurichi District under SASCI 2025 - 2026.
2026_RDTN_724267_1
TNKKI/SASCI/2025-2026/03
Open Tender
Civil Works - Roads
Percentage
DRDA Kallakurichi
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹95,000
DRDA Kallakurichi
10 Nov 2026
10 Nov 2026
24 Nov 2026
10 Nov 2026
24 Nov 2026
10 Nov 2026
17 Nov 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 1,642 | Sqm | 6.36 | ₹10,443.12 |
| 2 | 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 | 1,368 | Cum | 140.35 | ₹1,91,998.8 |
| 3 | Providing and Laying Gravel to 100mm compacted thick including cost & 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
Km 0/0 - 1/0 | 156.6 | Cum | 1,159.89 | ₹1,81,638.77 |
| 4 | Km 1/0 - 1/650 | 117 | Cum | 1,167.8 | ₹1,36,632.6 |
| 5 | Plant Mix Method : 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 on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
Km 1/430 - 1/650 | 93.75 | Cum | 2,473.69 | ₹2,31,908.44 |
| 6 | 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. | 684 | Cum | 2,578.15 | ₹17,63,454.6 |
| 7 | Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 | 4,560 | Sqm | 104.05 | ₹4,74,468 |
| 8 | Providing and laying Tack Coat over BM surface using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 | 4,560 | Sqm | 26.68 | ₹1,21,660.8 |
| 9 | BITUMINOUS CONCRETE 25MM Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 46.28kgs of VG30 bitumen and 4.02Kgs of Waste Plastic (6%) for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 | 114 | Cum | 15,157.11 | ₹17,27,910.54 |
| 10 | Provision of Rumble Strips with premix Bituminous carpet Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre,250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint. Rumble strips =3 X 3.75 X 0.25 = 2.81 | 1.5 | Sqm | 411.62 | ₹617.43 |
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