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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.5 LAccepted-AOC | ₹62.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹68.6 LRejected-Finance 1 46 MAIN ROAD THEVARKULAM TIRUNELVELI DISTRICT | TIRUNELVELI | TAMIL NADU | 627001 | ₹68.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹70.1 LRejected-Finance 4 243 MAIN STREET VANNIKONENTHAL TIRUNELVELI DISTRICT | ₹70.1 L | L3 | Rejected-Finance L3 |
| 4 | L4₹77.8 LRejected-Finance 6 14 ADAIKALAPURAM VANNIKONENTHAL MANUR TALUK TIRUNELVELI DISTRICT | TIRUNELVELI | TAMIL NADU | 627001 | ₹77.8 L | L4 | Rejected-Finance L4 |
| 5 | L5₹81.0 LRejected-Finance | ₹81.0 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | S.Sethudurai L5 | PALRAJ CONTRACTOR L4 | GSM INFRASTRUCTURE L3 | RAJU ROAD DEVELOPERS LIMITED LIABILITY PARTNERSHIP L2 | SAGARA INFRA PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Renewal of Sankarankovil Nalatinputhur Road to Malayankulam Road KM(0/0-2/040) in Malayankulam Panchayat in Melaneelithanallur Panchayat Union, Tenkasi District. iUnder MGSMT 2024-25 in Package No.12 | ||||||||
| 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 as per SI 17 (2). | 1,406.38 | sqm | 5.5 ₹7,735.09 | 5.51 ₹7,749.15 | 4.97 ₹6,989.71 | 4.86 ₹6,835.01 | 4.43 ₹6,230.26 Lowest |
| 3.00 | Picking the existing surface to 50mm to 100mm thick including labour and hire charges for picking tools and plants and all other incidental charges etc complete as per standard specifications. | 533.87 | sqm | 20.9 ₹11,157.88 | 20.24 ₹10,805.53 | 18.28 ₹9,759.14 | 17.86 ₹9,534.92 | 16.27 ₹8,686.06 Lowest |
| 4.00 | Advance patch work for making up the Undulation & Pot holes in the existing B.T surface to an average thickness of 25mm using 2 13.20mm IRC size HBG metal with 44 Kg of Bitumen-for 1cum of metal mixed in hot mix plant laying at site including labour and machinery charges etc., complete | 4.42 | cum | 5,060 ₹22,365.2 | 3,955.7 ₹17,484.19 | 3,567.89 ₹15,770.07 | 3,490.33 ₹15,427.26 | 3,180.07 ₹14,055.91 Lowest |
| 5.00 | Earth work excavation and depositing on bank with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete. | 878.97 | cum | 125.4 ₹1,10,222.84 | 121.74 ₹1,07,005.81 | 109.8 ₹96,510.91 | 107.42 ₹94,418.96 | 97.87 ₹86,024.79 Lowest |
| 6.00Providing laying and compacting red gravel in accordance with requirements of the specification materials shall be in one or more layers as necessary including watering, consolidating by the power roller rolling and all labour charges for soiling including hire charges for consolidation etc. complete. | ||||||||
| 7.00 | Km 0/0 - 1/0 | 119.59 | cum | 467.5 ₹55,908.33 | 578.94 ₹69,235.43 | 522.18 ₹62,447.51 | 510.83 ₹61,090.16 | 465.42 ₹55,659.58 Lowest |
| 8.00 | Km 1/0 - 2/0 | 119.3 | cum | 467.5 ₹55,772.75 Lowest | 589.08 ₹70,277.24 | 531.33 ₹63,387.67 | 519.78 ₹62,009.75 | 473.57 ₹56,496.9 |
| 9.00 | Km 2/0 - 3/0 | 4.8 | cum | 467.5 ₹2,244 Lowest | 589.08 ₹2,827.58 | 531.33 ₹2,550.38 | 519.78 ₹2,494.94 | 473.57 ₹2,273.14 |
| 10.00 | 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. | 200.2 | cum | 2,310 ₹4,62,462 | 1,998.49 ₹4,00,097.7 | 1,802.56 ₹3,60,872.51 | 1,763.37 ₹3,53,026.67 | 1,606.63 ₹3,21,647.33 Lowest |
Tender Value
₹77.5 L
EMD Value
₹78,000
Closing Date
30 Jul 2024, 3:00 pmClosed
Project Director
DRDA, Tenkasi
Renewal of Sankarankovil Nalatinputhur Road to Malayankulam Road in Malayankulam Panchayat in Melaneelithanallur Panchayat Union, Tenkasi District. Under MGSMT 2024-25 in Package No.12
2024_RDTN_458231_13
DIPR.2074/Tender/2024- MGSMT 24-25 Tenkasi District
Open Tender
Civil Works - Roads
Works
180 days
DRDA
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹78,000
DRDA, Tenkasi
5 Aug 2026
2 Jul 2024
30 Jul 2024
2 Jul 2024
30 Jul 2024
2 Jul 2024
4 Jul 2024
Amount
Renewal of Sankarankovil Nalatinputhur Road to Malayankulam Road KM(0/0-2/040) in Malayankulam Panchayat in Melaneelithanallur Panchayat Union, Tenkasi District. iUnder MGSMT 2024-25 in Package No.12
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 as per SI 17 (2).
Picking the existing surface to 50mm to 100mm thick including labour and hire charges for picking tools and plants and all other incidental charges etc complete as per standard specifications.
Advance patch work for making up the Undulation & Pot holes in the existing B.T surface to an average thickness of 25mm using 2 13.20mm IRC size HBG metal with 44 Kg of Bitumen-for 1cum of metal mixed in hot mix plant laying at site including labour and machinery charges etc., complete
Earth work excavation and depositing on bank with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete.
Providing laying and compacting red gravel in accordance with requirements of the specification materials shall be in one or more layers as necessary including watering, consolidating by the power roller rolling and all labour charges for soiling including hire charges for consolidation etc. complete.
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.
Premeasurement for 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 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.
Premeasurement for Providing and laying TACK COAT 3.00 Kg of Bituminous Emulsion RS I . 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.
Premeasurement for Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I . 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.
Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
Bituminous Concrete 25/30/40mm thick using CMP (Grade-II): Providing and laying Bituminious concrete to 40mm 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
Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MORT&H specification No.803
Provision for Hectametre stone of size 0.75mx0.23mx0.10m
Provision for Kilometre stone of size 1.65mx0.45mx0.15m
Providing Road furnitures
Mandatory Sign Board - Equilateral Triangle - 60cm
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}
RAJU ROAD DEVELOPERS LIMITED LIABILITY PARTNERSHIP (BID ID -1094753)
GSM INFRASTRUCTURE (BID ID -1080032)
PALRAJ CONTRACTOR (BID ID -1081039)
S.Sethudurai (BID ID -1079789)
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