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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹22.1 L+₹87,159.09 (4.11%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical NO 151 6A POLIPET NEW BUS STAND NORTH POLIPET THOOTHUKUDI 628 002 | TUTICORIN | TAMIL NADU | 628002 | - | Rejected-Technical Not Qualified |
| Sl No | Description | Qty | Unit | T.Chinnaramasivan L2 | M Shanmugavelu L1 |
|---|---|---|---|---|---|
| 1.00Strengthening of Kadayam-Pavoorchatram Road to Pavoorchatram Railway Station Road (Via) Market km-0/0- 0/430 in Keelapavoor Panchayat Union | |||||
| 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). | 309.6 | Sqm | 6.62 ₹2,049.55 | 6.36 ₹1,969.06 Lowest |
| 3.00 | 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. | 154.8 | Cum | 146.21 ₹22,633.31 | 140.44 ₹21,740.11 Lowest |
| 4.00 | 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. | 77.4 | Cum | 531.73 ₹41,155.9 | 510.74 ₹39,531.28 Lowest |
| 5.00 | Advance Bituminous patch work (Average thickness of of 50mm) with 45mm IRC HBG metal premixed with 44kg of Bitumen including cost and conveyance of metal from approved quarry, cost of bitumen, labour charges for leveling, tamping etc., complete complying with standard specification. | 7.55 | cum | 4,319.23 ₹32,610.19 | 4,148.71 ₹31,322.76 Lowest |
| 6.00 | Providing and laying Bituminous Macadam Concrete based on job mix formula mixed in hot mix plant of drum type in one layer for overlay as shown in drawing using paving Bitumen 60/70 penetration grade as per IS 73 and aggregates conforming to grading Dense Bitumiious | 87.11 | Cum | 9,484.66 ₹8,26,208.73 | 9,110.19 ₹7,93,588.65 Lowest |
| 7.00Providing and laying Tack coat over Existing BT surface using 2.0 Kg 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., | |||||
| 8.00 | Ist coat | 1,512.11 | Sqm | 29.89 ₹45,196.97 | 28.71 ₹43,412.68 Lowest |
| 9.00 | II nd Coat | 1,512.11 | Sqm | 29.89 ₹45,196.97 | 28.71 ₹43,412.68 Lowest |
| 10.00 | BITUMINOUS CONCRETE 25, 30/40 MM 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 | 43.56 | cum | 12,040.58 ₹5,24,487.66 | 11,565.2 ₹5,03,780.11 Lowest |
Tender Value
₹22.4 L
EMD Value
₹23,000
Closing Date
3 Sept 2025, 3:00 pmClosed
Project Director
DRDA, Tenkasi
Strenthening to the Kadayam-Pavoorchatram Road to Pavoorchatram Railway Station Road (Via) Market Keelapavoor Panchayat Union of Tenkasi District under MGSMT 2025-26 Phase III Pack No.05
2025_RDTN_594123_21
DIPR/4437/Tender/2025-MGSMT Phase III Tsi
Open Tender
Civil Works - Roads
Works
180 days
DRDA
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹23,000
DRDA, Tenkasi
11 Nov 2025
19 Aug 2025
3 Sept 2025
19 Aug 2025
3 Sept 2025
19 Aug 2025
26 Aug 2025
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