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Tender Value
₹10.4 L
EMD Value
₹10,440
Closing Date
15 Jul 2026, 3:00 pm7d left
Bdo,Thirumayam
Pt.union Office,Thirumayam
Strengthening to the Lembalakkudi Ammankoil Backside road Km 0/0 - 0/320 in Lembalakkudi Panchayat
2026_RDTN_683047_1
T3/143/2026/Work--1
Open Tender
Civil Works
Thirumayam
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹10,440
Yes
29 Jun 2026
29 Jun 2026
15 Jul 2026
29 Jun 2026
15 Jul 2026
29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Strengthening to the Lembalakkudi Ammankoil Backside road Km 0/0 - 0/320 in Lembalakkudi Panchayat | - | - | - | - |
| 2 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 115.2 | Cum | - | - |
| 3 | 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. | 144 | Cum | - | - |
| 4 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 960 | Sqm | - | - |
| 5 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 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. | 960 | Sqm | - | - |
| 6 | 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 | 24 | Cum | - | - |
| 7 | Providing and laying 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 for base-course and side berms | 19.2 | Cum | - | - |
| 8 | Providing to RCC NP3 Pipe culvert | - | - | - | - |
| 9 | Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation. | 16.79 | Cum | - | - |
| 10 | Filling with M.Sand including cost and conveyance of sand to work site including all labour charges for filling etc complete | 0.46 | Cum | - | - |
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