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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 CrRejected-AOC | ₹1.3 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹1.3 CrRejected-AOC | ₹1.3 Cr | L3 | Rejected-AOC L3 |
| 4 | L4₹1.4 CrRejected-AOC | ₹1.4 Cr | L4 | Rejected-AOC L4 |
| 5 | L5₹1.5 CrRejected-AOC | ₹1.5 Cr | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | V A MANIMUTHU CONTRACTOR L3 | PRETHIVI & CO L4 | MAMATHI & CO L1 | T PANJAVARANAM L2 | R.Rajasekaran L5 | KANNAN AND CO L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Name of Work :Strenthening of the Road From Periyakottai - Sivalankudi Road | |||||||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 3,411.24 | Sqm | 5.41 ₹18,454.81 | 5.9 ₹20,126.32 | 3 ₹10,233.72 | 5.4 ₹18,420.70 | 6 ₹20,467.44 | 9 ₹30,701.16 |
| 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 A | 1,705.62 | Sqm | 126.14 ₹2.2 L | 130.6 ₹2.2 L | 105 ₹1.8 L | 120.6 ₹2.1 L | 140 ₹2.4 L | 150 ₹2.6 L |
| 4.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 2,865.24 | Sqm | 20.72 ₹59,367.77 | 21.7 ₹62,175.71 | 15 ₹42,978.60 | 20 ₹57,304.80 | 23 ₹65,900.52 | 25 ₹71,631 |
| 5.00Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction | |||||||||
| 6.00 | Km 0/0 - 1/0 | 168.01 | Cum | 778.46 ₹1.3 L | 806 ₹1.4 L | 600 ₹1.0 L | 744.8 ₹1.3 L | 864 ₹1.5 L | 870 ₹1.5 L |
| 7.00 | Km 1/0 - 2/0 | 142.95 | Cum | 786.57 ₹1.1 L | 815 ₹1.2 L | 600 ₹85,770 | 752.5 ₹1.1 L | 873 ₹1.2 L | 875 ₹1.3 L |
| 8.00 | Km 2/0 - 3/0 | 168.75 | Cum | 795.58 ₹1.3 L | 824 ₹1.4 L | 600 ₹1.0 L | 760.3 ₹1.3 L | 883 ₹1.5 L | 897 ₹1.5 L |
| 9.00Picking the Existing Damaged Bituminous Surface to Depth of 100mm by Mechanical Means and Addidtion of Defict @25% for Construction of Granular Sub Base by providing well graded Material Spreading in uniform layers with motor graded on prepared surface mixing by mix in Place method with rotavator at OMC and Compacting with Vibrartory Roller to acheive the destired density | |||||||||
| 10.00 | Km 0/0 - 1/0 | 755.26 | Cum | 771.26 ₹5.8 L | 799 ₹6.0 L | 600 ₹4.5 L | 712 ₹5.4 L | 856 ₹6.5 L | 870 ₹6.6 L |
Tender Value
₹1.4 Cr
EMD Value
₹1.5 L
Closing Date
9 Mar 2026, 3:00 pmClosed
Project Director
DRDA,Sivagangai
Strenthening of the Road From Periyakottai - Sivalankudi Road
2026_RDTN_669251_1
Retender_SKT_NABARD_26_27_PKG8
Open Tender
Civil Works
180 days
Sivagangai
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.5 L
7 May 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
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 A
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction
Picking the Existing Damaged Bituminous Surface to Depth of 100mm by Mechanical Means and Addidtion of Defict @25% for Construction of Granular Sub Base by providing well graded Material Spreading in uniform layers with motor graded on prepared surface mixing by mix in Place method with rotavator at OMC and Compacting with Vibrartory Roller to acheive the destired density
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.
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
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
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)
Provision for 60 cm equilateral (Cautionary Sign Baoard)
Provision for 60 cm equilateral (Mandatory Sign Baoard)
Provision for Kilo Metre Stone
Provision for Hecta Metre Stone
Maintenance of the road
Towards the charges for routline maintenance of the road work executed under NABARD including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost
For the First Year from the date of completion of work
For the Second Year from the date of completion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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