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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
₹77.3 L
EMD Value
₹77,320
Closing Date
11 Nov 2026, 1:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
District Forest Officer, Thiruvannamalai
District Forest Office, 112, Chinnakadai Street, Thiruvannamalai, Thiruvannamalai District
For the improvement and Maintenance of Jamunamarathur-Polur road to Amattankollai road at Jamunamarathur Range, Thiruvannamalai Division under Assembly Announcement Scheme
2026_TNFD_713011_1
202/2026/D
Open Tender
Civil Works
Item Rate
Jamunamarathur
Please refer tender documents
7 documents required · 7 mandatory
₹0
₹77,320
12 Oct 2026
12 Oct 2026
12 Nov 2026
12 Oct 2026
11 Nov 2026
12 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance of existing Road from Jamunamarathur-Polur road to Amattankollai road in Jamunamarathur Range of Thiruvannamalai Forest Division during 2026-27 | |||||
| 1.1 | Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete | 1,440 | Square Metre | - | - |
| 1.2 | 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 | 530.06 | Cubic Metre | - | - |
| 1.3 | Collection and supply of Girrty gravel for side berms and labour charges for filling etc complete | 294.48 | Cubic Metre | - | - |
| 1.4 | 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 Soil Compactor to achieve the desired density, complete | 400.64 | Cubic Metre | - | - |
| 1.5 | 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. | 200.32 | Cubic Metre | - | - |
| 1.6 | Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. | 2,003.2 | Square Metre | - | - |
| 1.7 | Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. | 2,003.2 | Square Metre | - | - |
| 1.8 | Providing and laying Bituminious concrete to 25 mm 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 | 55.15 | Cubic Metre | - | - |
| 2Construction of 1.50mts Culvert No.1 | |||||
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Amatankollai1.pdf
Tender Documents • 8.15 MB
BOQ_856465.xls
BOQ • 0.32 MB
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