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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.4 LAccepted-AOC | L1 | Accepted-AOC L1 contractor | |
| 2 | L2₹49.2 L+₹72,915.50 (1.51%)Rejected-Finance NO 3 331 KARTHIGA NAGAR THANKKANKULAM MADURAI 625 006 | MADURAI | MADURAI | TAMIL NADU | 625006 | L2 | Rejected-Finance L2 CONTRACTOR |
| Sl No | Description | Qty | Unit | SPS CONSTRUCTIONS L2 | J ALEXANDER L1 |
|---|---|---|---|---|---|
| 1.00Strengthening and Block Topping Of NH-208 to Chinna Cittulotti Road KM 0/0-0/900 | |||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 820.44 | Sqm | 8 ₹6,563.52 | 6 ₹4,922.64 Lowest |
| 3.00 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 B | 408.53 | Cum | 145 ₹59,236.85 | 140 ₹57,194.2 Lowest |
| 4.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 1,119.75 | Sqm | 25 ₹27,993.75 | 23 ₹25,754.25 Lowest |
| 5.00 | Plant Mix Method : 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 power roller to achieve the desired density, complete as per clause 401 | 5.91 | Cum | 2,530 ₹14,952.3 | 2,528 ₹14,940.48 Lowest |
| 6.00 | 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. | 345.77 | Cum | 2,600 ₹8,99,002 | 2,590 ₹8,95,544.3 Lowest |
| 7.00 | Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) 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 502 of MORTH Rev-5 | 3,398.63 | Sqm | 95 ₹3,22,869.85 | 85.5 ₹2,90,582.87 Lowest |
| 8.00 | 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 | 3,414.38 | Sqm | 25 ₹85,359.5 | 19.75 ₹67,434.01 Lowest |
| 9.00 | Providing and laying 50mm consolidated thick bituminous macadam using 0.20 cum fo 26.50-13.20mm, 0.43 cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below size IRC metal with 34.04 Kgs of VG30/ VG40 bitumen and 2.96kg of waste plastic 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 50mm 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.(Bituminous Macadam 50mm thick Using Vibratory Roller( ( Using Plastic Waste) | 169.93 | Cum | 9,326 ₹15,84,767.18 | 9,323 ₹15,84,257.39 Lowest |
| 10.00 | 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 50.30 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) | 86.17 | Cum | 11,980 ₹10,32,316.6 | 11,967 ₹10,31,196.39 Lowest |
Tender Value
₹52.5 L
EMD Value
₹53,000
Closing Date
8 Sept 2025, 3:00 pmClosed
Joint Director/Project Director DRDA Madurai
O/O of Project Director DRDA Madurai
Strengthening of NH-208 to Chinna Cittulotti road KM 0/0 - 0/900 in T.kallupatti block in Madurai District under MGSMT 2025-26 Phase III Package no 23
2025_RDTN_594025_25
DIPR/4437/2025
Open Tender
Civil Works
Item Rate
180 days
Chellampatti
Refer Tender document
3 documents required · 3 mandatory
₹0
₹53,000
28 Oct 2025
29 Aug 2025
8 Sept 2025
29 Aug 2025
8 Sept 2025
30 Aug 2025
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