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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.1 LAccepted-Finance | L1 | Accepted-Finance Accepted | |
| 2 | L2₹53.9 L+₹5.8 L (12.1%)Rejected-Finance | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | M. Vettivelan L2 | I.Kezhson L1 |
|---|---|---|---|---|---|
| 1.00Strengthening and 5 year maintenance of Antharapuram - Ananthanar channel Road in village panchayat of Thovalai Block (km 0/0-1/40) | |||||
| 2.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.KM 0/0 - 1/040 | 501.39 | Sq.m | 10 ₹5,013.9 | 5 ₹2,506.95 Lowest |
| 3.00 | Earthwork Excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and strutting and bailing out water wherever necessary and refilling the side of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc. site etc complete complying with standard specification and as directed in sand, silt and loose soil, wet sand and silt not under water light black cotton soil, sandy loam and ordinary soil including excavated earth as per SS20A KM 0/0 - 1/040 | 83.56 | Cum | 150 ₹12,534 | 131 ₹10,946.36 Lowest |
| 4.00 | Picking the Existing metalled surface 5cm to 10cm thick and carefully stacking materials useful for refuse including hire charge for tools laying spreading, new metal, hand packing to camber, gravel blinding, watering with all leads of good water, rolling and compacting by power roller and finishing to the total thickness with lines grades and cross section as specified in the departmental specification including all charges for all T&P employed and cost of free and other running charges and all other incidental charges etc. complete KM 0/0 - 1/040 | 928.5 | Cum | 50 ₹46,425 | 21 ₹19,498.5 Lowest |
| 5.00collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc | |||||
| 6.00 | Km 0/0 1/0 | 119.95 | Cum | 150 ₹17,992.5 | 130 ₹15,593.5 Lowest |
| 7.00 | Km 1/0 - 1/040 | 5.4 | Cum | 150 ₹810 | 130 ₹702 Lowest |
| 8.00Providing 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. | |||||
| 9.00 | Km 0/0 1/0 | 333.19 | Cum | 2,100 ₹6,99,699 | 2,010 ₹6,69,711.9 Lowest |
| 10.00 | Km 1/0 - 1/040 | 15 | Cum | 2,100 ₹31,500 | 2,010 ₹30,150 Lowest |
Tender Value
Refer Docs
EMD Value
₹55,000
Closing Date
1 Jul 2025, 3:00 pmClosed
Project Director DRDA
DRDA Collectorate Kanniyakumari
Strengthening and 5 Year Maintenance of 1 Road work in Package No TN-KKM-01 in Thovalai Block under NABARD RIDF XXXI 2025-26
2025_RDTN_570698_1
A4/1084/2025(1) dated 02.06.2025
Open Tender
Civil Works - Roads
Item Wise
180 days
Thovalai Block Area
As per Technical Bid
3 documents required · 3 mandatory
₹0
₹55,000
DRDA Collectorate Kanniyakumari
14 Aug 2025
18 Jun 2025
1 Jul 2025
18 Jun 2025
1 Jul 2025
18 Jun 2025
18 Jun 2025
Amount
Strengthening and 5 year maintenance of Antharapuram - Ananthanar channel Road in village panchayat of Thovalai Block (km 0/0-1/40)
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.KM 0/0 - 1/040
Earthwork Excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and strutting and bailing out water wherever necessary and refilling the side of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc. site etc complete complying with standard specification and as directed in sand, silt and loose soil, wet sand and silt not under water light black cotton soil, sandy loam and ordinary soil including excavated earth as per SS20A KM 0/0 - 1/040
Picking the Existing metalled surface 5cm to 10cm thick and carefully stacking materials useful for refuse including hire charge for tools laying spreading, new metal, hand packing to camber, gravel blinding, watering with all leads of good water, rolling and compacting by power roller and finishing to the total thickness with lines grades and cross section as specified in the departmental specification including all charges for all T&P employed and cost of free and other running charges and all other incidental charges etc. complete KM 0/0 - 1/040
collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc
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 of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg 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.,
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 34.04 Kgs of VG30 Grade bitumen and 2.96 kg of waste plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton 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 Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
Providing and laying Bituminous Concrete to 30/40mm 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 47.28kgs of VG30 bitumen and 3.02Kgs 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory 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, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
Provision of 15nos Rumble Strips Coverd with Premix bituuminous carpet 15.20mm high at Centrre 250mm wide placed at 1 cm centre at approved at location to controll speed marked with white strips of road marking paint.
Supply and fixing of KILOMETRE STONE (three faces two lines dressed) of size 0.75 x 0.23 x 0.10m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour and all other incidental charges etc., complete.
Supply and fixing of HECTOMETRE STONE (three faces two lines dressed) of size 0.75 x 0.23 x 0.10m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour and all other incidental charges etc., complete.
Sub Estimate For Hard bed
Construction of un-reinforced ,dowel jointed at expansion and including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for Clacse 150-1.22 M30 (grade )
Towards the charges for routline maintenance of the road work executed under PMGSY 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 IRC-SP-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 carriageway width of 3.00m & 3.75m
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 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}
M. Vettivelan (BID ID -1384944)
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