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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.4 LAccepted-AOC | L1 | Accepted-AOC The Lowest Rate Quoted | |
| 2 | L2₹25.1 L+₹66,294.12 (2.71%)Rejected-Finance | L2 | Rejected-Finance The highest Rate quoted | |
| 3 | Not Admitted-Fee/PreQual/Technical DOOR NO 5A SOUTH STREET THENNIMALAI NANGUNERI TIRUNELVELI | - | Not Admitted-Fee/PreQual/Technical EMD Not Furnished | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical EMD Not Furnished |
Tender Value
₹25 L
EMD Value
₹25,000
Closing Date
18 Aug 2020, 3:00 pmClosed
Project Director
DRDA, Tirunelveli
Upgradation of 1 road Strengthening of 2 roads in Cheranmahadevi Panchayat union
2020_RDTN_174776_2
A4/565/2020 14th cfc 2019 20
Open Tender
Civil Works
Item Wise
180 days
Tirunelveli District
scanned copy of pre qualification details
3 documents required · 3 mandatory
₹0
₹25,000
DRDA, Tirunelveli
18 Nov 2020
6 Aug 2020
18 Aug 2020
6 Aug 2020
18 Aug 2020
13 Aug 2020
10 Aug 2020
Amount
Strenthining of Ponmanagar main road at Moolachi Panchayat in km 0/0- 0/280
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. Km 0/0 - 0/280
Picking the existing surface to 50mm to 100mm thick including labour and hire charges for picking tools and plants and all other incidental charges etc complete. Km 0/0 - 0/280
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. Km 0/0 - 0/280
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 solling including hire charges for consolidation etc. complete.
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 150mm 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. Km 0/0 - 0/280
Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. Km 0/0 - 0/280
Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. Km 0/0 - 0/280
Providing and laying open graded premix carpet of 20mm compacted thick using 0.18 cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 14.6 kg of bitumen for 10 sqm of premix carpet including laying of seal coat type A over the premix carpet using 0.09 cum of 6.7 mm IRC size HBG machine crushed chips with 9.8 kg of 60/70 grade bitumen per 10 sqm including cost and conveyance of chips and stacking them to departmental gauge for premeasurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including spreading the same and finishing and compacting the same by vibrator rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and vibrator rolling seperately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges for CMP vibrator roller 80-100 KN capacity and all incidental charges etc., complete. (Using Paver Finisher & Vibrator Roller) Km 0/0 - 0/280
Provision for Hectametre stone of size 0.75mx0.23mx0.10m
2) Strenthining of Rajive nagar main road at T. Veeravanalur Panchayat in km 0/0- 0/370
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. Km 0/0 - 0/280
Picking the existing surface to 50mm to 100mm thick including labour and hire charges for picking tools and plants and all other incidental charges etc complete. Km 0/0 - 0/280
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. Km 0/0 - 0/280
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 solling including hire charges for consolidation etc. complete.
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 150mm 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. Km 0/0 - 0/280
Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. Km 0/0 - 0/280
Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. Km 0/0 - 0/280
Providing and laying open graded premix carpet of 20mm compacted thick using 0.18 cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 14.6 kg of bitumen for 10 sqm of premix carpet including laying of seal coat type A over the premix carpet using 0.09 cum of 6.7 mm IRC size HBG machine crushed chips with 9.8 kg of 60/70 grade bitumen per 10 sqm including cost and conveyance of chips and stacking them to departmental gauge for premeasurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including spreading the same and finishing and compacting the same by vibrator rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and vibrator rolling seperately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges for CMP vibrator roller 80-100 KN capacity and all incidental charges etc., complete. (Using Paver Finisher & Vibrator Roller) Km 0/0 - 0/280
Provision for Hectametre stone of size 0.75mx0.23mx0.10m
3) Upgradation of Link road in Kanganankulam - Devanaygaperi main road to antony nagar road at Thiruviruthanpulli in km 0/0 - 0/500
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. Km 0/0 - 0/280
Picking the existing surface to 50mm to 100mm thick including labour and hire charges for picking tools and plants and all other incidental charges etc complete. Km 0/0 - 0/280
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. Km 0/0 - 0/280
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 solling including hire charges for consolidation etc. complete.
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 150mm 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. Km 0/0 - 0/280
Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. Km 0/0 - 0/280
Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. Km 0/0 - 0/280
Providing and laying open graded premix carpet of 20mm compacted thick using 0.18 cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 14.6 kg of bitumen for 10 sqm of premix carpet including laying of seal coat type A over the premix carpet using 0.09 cum of 6.7 mm IRC size HBG machine crushed chips with 9.8 kg of 60/70 grade bitumen per 10 sqm including cost and conveyance of chips and stacking them to departmental gauge for premeasurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including spreading the same and finishing and compacting the same by vibrator rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and vibrator rolling seperately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges for CMP vibrator roller 80-100 KN capacity and all incidental charges etc., complete. (Using Paver Finisher & Vibrator Roller) Km 0/0 - 0/280
Provision for Hectametre stone of size 0.75mx0.23mx0.10m
GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount 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)
S MAHARAJAN
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