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Tender ID
Tender Value
₹60 L
EMD Value
₹60,000
Closing Date
6 Mar 2026, 3:00 pmClosed
the Deputy Director, Megamalai division,
O/o. the Deputy Director, Megamalai division, KRR Nager, Theni district.
Estimate for Improvement and Maintenance works of Suruli Falls Raod in Cumbum East Range of Srivilliputhur Megamalai Tiger Reserve (SMTR) Megamalai division, Theni 0 to 1.20km
2026_TNFD_662090_1
8101/2025/D
Open Tender
Civil Works - Roads
Item Rate
30 days
Cumbum, Theni district (work)
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹60,000
Deputy Director office, Megamalai division,Theni
5 Mar 2026
20 Feb 2026
9 Mar 2026
20 Feb 2026
6 Mar 2026
20 Feb 2026
20 Feb 2026 - 5 Mar 2026
25 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ABSTRACT | |||||
| 1.01 | Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete, as per MORT&H Specification.No.111,112,202 | 2,100 | Sq.M | 23.36 | ₹49,056 |
| 1.02 | 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 as per clause 401 for grading- V Material | 105 | Cu.M | 2,194.35 | ₹2,30,406.75 |
| 1.03 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick including premixing the Materials with water at OMC in mechanical mix plant, conveyance of mixed Materials by tipper to site, laying in uniform layers with pavers in sub- base / base course on well prepared surface compacting with vibratory soil compactor to achieve the desired density including cost of materials , labour charges, rentals for machinery, fuel and oll other incidental charges etc., Complete as per clause 406 of MORTH Rev -5 | 472.5 | Cu.M | 2,668.45 | ₹12,60,842.63 |
| 1.04 | Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1 ) per10 sqm for preparatory to another bituminous construction over it,including cost of material, labour charges, rentals for machinery, fuel and all otherincidental charges etc., complete as per Clause 502 of MORTH Rev-5 | 3,150 | Sq.M | 88.71 | ₹2,79,436.5 |
| 1.05 | Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) 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 | 3,150 | Sq.M | 20.85 | ₹65,677.5 |
| 1.06 | Providing and laying TackCoat over Existing BT surface using 2Kg of Bitumen Emulsion(RS1) per 10sqm 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 perClause 503 of MORTH Rev-5 | 450 | Sq.M | 29.52 | ₹13,284 |
| 1.07 | Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, Conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 | 180 | Cu.M | 9,579.68 | ₹17,24,342.4 |
| 1.08 | Providing and laying Bituminous Concrete to 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 50.30kgs of VG 30 bitumen 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 Roller 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 | 108 | Cu.M | 12,311.23 | ₹13,29,612.84 |
| 1.09 | Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges materials tools equipments and all incidental charges,including compacting with power roller, watering,including all hire and fuel charges for all tool and plants, removal of other deleterious matter and obstructions,trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials ect,complete as per standard Specification foer making up of low berms with conveyance | 105 | Cu.M | 208.54 | ₹21,896.7 |
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