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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Eligible |
| 2 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical 26 10B KRISHNAPURAM KADAIYANALLUR TENKASI TALUK TENKASI 627 759 | TENKASI | TAMIL NADU | 627759 | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.0 Cr
EMD Value
₹2.0 L
Closing Date
18 Aug 2026, 3:00 pmClosed
Executive Officer
67/31 B Main Road Manimutharu-627421 Ambasamudram Taluk Tirunelveli District
Strengthening of Existing Damaged BT Road and Construction of Drainage at Manimutharu Dam Road From Arch to Dam Bridge ( Belongs to PWD ) in Manimutharu Town Panchayat
2026_DTP_690190_1
305/2025/A1
Open Tender
Civil Works - Roads
Works
Manimutharu Town Panchayat office
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹2.0 L
Manimutharu Town Panchayat office
14 Oct 2026
1 Aug 2026
18 Aug 2026
1 Aug 2026
18 Aug 2026
11 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Picking the existing damaged metalled and Block Topped Surface 50mm to 100mm thick including sectioning and levelling etc., complete as per standard specification TNDSS NO: Special | 1,328 | sqmt | - | - |
| 2 | Providing and laying ,spreading and compacting graded stone aggregate to Granular sub base (GSB ) Grade I specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 401 of MORTH specifications. | 604 | cum | - | - |
| 3 | Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) Grade I specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 404 of MORTH specifications. | 604 | cum | - | - |
| 4 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 6 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 503 of MORTH Specifications | 4,000 | sqmt | - | - |
| 5 | Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Specifications | 4,000 | sqmt | - | - |
| 6 | Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50 mm with mechanical paver to the specified grades and cross sections and compaction by 80-100 KN power roller to the required density etc.including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks,paver finisher, power rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications. | 200 | cum | - | - |
| 7 | Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 47.28 kgs of 60/70 bitumen & 3.02Kg of Plastic waste from garbage collected at free of cost (Total-50.30 kg) and for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 40 mm with mechanical paver to the specified grades and cross sections and compaction by 80-100 KN power roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks,paver finisher, power rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications. | 120 | cum | - | - |
| 8 | Supply delivery and filling of Red Gravel in layer of not more than 15 cm thick including watering with all layers and consolidation complying with standard specification including cost and conveyence of sand at Site and all labour charges and all other incidential charges etc,. complete as per Standard Specification _ 1 Cum. | 90 | cum | - | - |
| 9 | Providing Thermoplastic paint including cost and conveyence and all labour charges and all other incidential charges etc,. complete as per Standard Specification _ 1 Cum. | 200 | sqmt | - | - |
| 10 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering, ,and baling out water wherever 'necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed etc.,complete | 1,104 | cum | - | - |
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