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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.0 Cr+₹3.0 L (3.04%)Admitted-Finance | ₹1.0 Cr+₹3.0 L (3.04%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | C RANGADURAI L1 | R S KANNAN L2 |
|---|---|---|---|---|---|
| 1.00 | Special Repairs to Serungudi Road to Melakottam Road Km. 0/0 - 3/400
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. (i) (A) - By Manual Means (In Area of Non - Thorny Jungle) Km : 0/0 - 3/400 | 6,528 | m2 | - | - |
| 2.00 | Scarifying the existing bituminous road surface to a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.'Km : 0/0 - 3/400 | 4,198.62 | m2 | - | - |
| 3.00 | 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.AKm 0/0-3/400. | 4,033.56 | m3 | - | - |
| 4.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)'Km 0/000 - 1/000 | 299.13 | m3 | - | - |
| 5.00 | Km 1/000 - 2/000 | 298.68 | m3 | - | - |
| 6.00 | Km 2/000 - 2/750 | 225 | m3 | - | - |
| 7.00 | Km 2/750 - 3/400 | 184.86 | m3 | - | - |
| 8.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.(WMM)'Km 0/000 - 1/000 | 323.44 | m3 | - | - |
| 9.00 | Km 1/000 - 2/000 | 304.69 | m3 | - | - |
| 10.00 | Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.'Km 0/000 - 1/000 | 190.13 | m2 | - | - |
Tender Value
₹1.0 Cr
EMD Value
₹1.0 L
Closing Date
9 Mar 2020, 3:00 pmClosed
Project Director
DRDA Tiruchirappalli
Strengthening of one road in T.Pet Block in Tiruchirappalli District Package No.2
2020_RDTN_158959_2
E1/4205/2019 Dated 19.02.2020
Open Tender
Civil Works - Roads
Works
180 days
Tiruchirappalli
As per schedule
5 documents required · 5 mandatory
₹0
₹1.0 L
DRDA Tiruchirappalli
21 May 2020
22 Feb 2020
9 Mar 2020
22 Feb 2020
9 Mar 2020
22 Feb 2020
2 Mar 2020
Amount
Special Repairs to Serungudi Road to Melakottam Road Km. 0/0 - 3/400 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. (i) (A) - By Manual Means (In Area of Non - Thorny Jungle) Km : 0/0 - 3/400
Scarifying the existing bituminous road surface to a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.'Km : 0/0 - 3/400
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.AKm 0/0-3/400.
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)'Km 0/000 - 1/000
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.(WMM)'Km 0/000 - 1/000
Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.'Km 0/000 - 1/000
Providing and applying Prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (i) Low Porosity'Km 0/000 - 1/000
Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (ii) 'Km 0/000 - 1/000
Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 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 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete'Km 0/000 - 1/000
Provision for Name Board
Provision for Sign Board
Provision for KM Stone
Provision for HM Stone
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}
R S KANNAN
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