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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.6 LAccepted-Finance | L1 | Accepted-Finance Accepted | |
| 2 | L2₹18.2 L+₹58,278.73 (3.31%)Rejected-Finance | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | SAS BUILDERS L1 | JEEN BUILDERS L2 |
|---|---|---|---|---|---|
| 1.00Strengthening the road from Thickanamcode to south street keezhathickanamcode road in Thickanamcode village R-83 0/0-0/510 | |||||
| 1.01 | 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. | 367.2 | Sq.m | 6 ₹2,203.2 Lowest | 6.55 ₹2,405.16 |
| 1.02 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | 61.2 | Cum | 140 ₹8,568 Lowest | 144.66 ₹8,853.19 |
| 1.03 | Picking the existing metalled surface upto 50mm-100m depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification. | 510 | cum | 23 ₹11,730 Lowest | 24.06 ₹12,270.6 |
| 1.04 | 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. | 191.25 | cum | 2,699 ₹5,16,183.75 Lowest | 2,783.86 ₹5,32,413.23 |
| 1.05 | 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. | 1,530 | Sq.m | 85 ₹1,30,050 Lowest | 88.41 ₹1,35,267.3 |
| 1.06 | 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., | 1,530 | Sq.m | 19 ₹29,070 Lowest | 20.57 ₹31,472.1 |
| 1.07 | BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 25/30/40mm 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 | 45.9 | Cum | 11,935 ₹5,47,816.5 Lowest | 12,300.77 ₹5,64,605.34 |
| 1.08 | 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 | 61.2 | sq.m | 146 ₹8,935.2 Lowest | 151.58 ₹9,276.7 |
| 1.09 | Providing and erecting Single sided Single Guard
Metal Beam Crash Barrier System (Type - A, “W”
Single Guard)1.80m high, comprising of 3mm thick
wall “W” beams posts and spacer channels shall be
made by cold roll forming using HR conform to IS
5986 Fe 410/360 and dip galvanized having Zinc
Mass of 550gms/ sqm, minimum 700 mm above
road/ ground level fixed on ISMC series channel
vertical post 150x75x5mm spaced 2m center to
center 312mm x 83mm flange width x 3mm thick,
4318mm long post directly embedded in the concrete
(M15) pit size 350x350x800mm for a depth of
1100mm below ground. All fixing bolts and nuts hot
dip galvanized conforming to IS:1367 clause 4.60 all
complete as per Technical Specification of IRC 119
2015 and as directed by the Engineer-in-charge | 50 | RM | 4,690 ₹2,34,500 Lowest | 4,836.88 ₹2,41,844 |
Tender Value
Refer Docs
EMD Value
₹20,000
Closing Date
3 Sept 2025, 3:00 pmClosed
Project Director
DRDA Collectorate Kanniyakumari District
Strengthening of 1 Road work in Package No 5 in Thuckalay Block under Mudhalvarin Grama Salaigal Membattu Thittam (MGSMT) 2025-26 Phase-III
2025_RDTN_594205_1
A4/887/2025(5) dated 14.08.2025
Open Tender
Civil Works - Roads
Item Wise
180 days
Thuckalay Block Area
As per Tender Schedule
3 documents required · 3 mandatory
₹0
₹20,000
Yes
DRDA Collectorate Kanniyakumari District
9 Dec 2025
18 Aug 2025
3 Sept 2025
18 Aug 2025
3 Sept 2025
18 Aug 2025
18 Aug 2025
Amount
Strengthening the road from Thickanamcode to south street keezhathickanamcode road in Thickanamcode village R-83 0/0-0/510
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.
Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A
Picking the existing metalled surface upto 50mm-100m depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification.
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.,
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 25/30/40mm 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
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 erecting Single sided Single Guard Metal Beam Crash Barrier System (Type - A, “W” Single Guard)1.80m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 700 mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 1100mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification of IRC 119 2015 and as directed by the Engineer-in-charge
Supply and fixing of HECTOMETRE STONE (three faces two lines dressed) of size 1.65 x 0.45 x 0.15m 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.
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}
JEEN BUILDERS (BID ID -1448465)
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