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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.6 LAccepted-AOC 214 1 POONTHOTTA STREET SANKARNAGAR TIRUNELVELI 7 | TIRUNELVELI | TAMIL NADU | 627001 | L1 | Accepted-AOC Aoc | |
| 2 | L2₹55.4 L+₹2.8 L (5.31%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Not Admitted-Fee/PreQual/Technical 20 RAJA STREET PALAYAMKOTTAI TIRUNELVELI 627002 | TIRUNELVELI | TAMIL NADU | 627002 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M SIVAKUMAR L1 | SHREE SAI PARVATHY CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.001) Strengthening of Tnv -Rpm Road to Vadakku Vagaikulam link road Km 0/0-1/4 | |||||
| 2.00 | Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect. | 1,008 | sqm | 6.15 ₹6,199.2 Lowest | 8 ₹8,064 |
| 3.00 | Earth work excavation and depositing on Bank initial lead and lift in hard gravally soil for cutting side drain etc compl as per SS20A | 504 | cum | 140 ₹70,560 Lowest | 165 ₹83,160 |
| 4.00 | Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS | 252 | cum | 340.4 ₹85,780.8 Lowest | 380 ₹95,760 |
| 5.00 | 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. | 792.2 | cum | 2,394.3 ₹18,96,764.46 Lowest | 2,450 ₹19,40,890 |
| 6.00 | Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion ncluding 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. | 5,281.3 | sqm | 85 ₹4,48,910.5 Lowest | 90 ₹4,75,317 |
| 7.00 | Providing and laying Tack coat over WMM surface (Treated with Primer)using 2.50 Kg of bitumen emulsion RS-1 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer | 5,281.3 | sqm | 19.5 ₹1,02,985.35 Lowest | 25 ₹1,32,032.5 |
| 8.00 | Providing and laying Bituminous Concrete to 25/30/40 mm 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 50.3 kgs of VG30/ VG40 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 / Pneumatic 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP using( Vibratory Roller) | 158.44 | cum | 11,592.4 ₹18,36,699.86 Lowest | 12,300 ₹19,48,812 |
| 9.00 | Providing Rumble Strips covered with Bituminous Concrete Bituminous 20mm high at center,250mm vide placed at 1m center to center at approved locatioons to control speed marked with white strips of road marking paint. | 3.75 | sqm | 380.9 ₹1,428.38 Lowest | 400 ₹1,500 |
| 10.00 | Provision for HM stones | 6 | No | 573 ₹3,438 Lowest | 620 ₹3,720 |
Tender Value
₹57.0 L
EMD Value
₹58,000
Closing Date
3 Sept 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Project Director
DRDA, Tirunelveli
Strengthening of one road in Manur Block
2025_RDTN_594231_22
DIPR/4437/TENDER/2025
Open Tender
Civil Works
Item Rate
180 days
Tirunelveli District
As per Pre-Qualification details
5 documents required · 5 mandatory
₹0
₹58,000
DRDA, Tirunelveli
11 Oct 2025
19 Aug 2025
3 Sept 2025
19 Aug 2025
3 Sept 2025
26 Aug 2025
26 Aug 2025
Amount
1) Strengthening of Tnv -Rpm Road to Vadakku Vagaikulam link road Km 0/0-1/4
Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect.
Earth work excavation and depositing on Bank initial lead and lift in hard gravally soil for cutting side drain etc compl as per SS20A
Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
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.
Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion ncluding 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.
Providing and laying Tack coat over WMM surface (Treated with Primer)using 2.50 Kg of bitumen emulsion RS-1 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer
Providing and laying Bituminous Concrete to 25/30/40 mm 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 50.3 kgs of VG30/ VG40 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 / Pneumatic 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP using( Vibratory Roller)
Providing Rumble Strips covered with Bituminous Concrete Bituminous 20mm high at center,250mm vide placed at 1m center to center at approved locatioons to control speed marked with white strips of road marking paint.
Provision for HM stones
Provision for KM stones
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
SHREE SAI PARVATHY CONSTRUCTION (BID ID -1447125)
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