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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-Finance | ₹1.3 Cr | L1 | Accepted-Finance Least Rate Quoted |
| 2 | L2₹1.3 Cr+₹1.1 L (0.83%)Accepted-Finance | ₹1.3 Cr+₹1.1 L (0.83%) | L2 | Accepted-Finance High Rate Quoted |
| Sl No | Description | Qty | Unit | AAKASH CONSTRUCTION L2 | SRI EZHUMALAIYAN CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.0001.Periodic Renewal of Black Topping to MRL - 37 Melavalakkarai - Keelavalakkarai Road KM 0/0-2/621 in Keelaiyur block. | |||||
| 2.00Clearing 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. | |||||
| 3.00 | in Km. 0/0-2/621 | 1,885.03 | Sq.Mtr | 6 ₹11,310.18 | 5 ₹9,425.15 Lowest |
| 4.00Earthwork excavating & depositing on bank with initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum, gravel, stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layers of 250 mm loose thick each , sectioning , watering and compacting etc, complete as per MOST 301 - 305. | |||||
| 5.00 | in Km. 0/0-2/621 | 314.17 | Cum | 133 ₹41,784.61 | 131 ₹41,156.27 Lowest |
| 6.00Providing and laying Tack coat over BT surface using 3.0 Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat | |||||
| 7.00 | Km 0/0-2/621 | 7,863 | Sq.Mtr | 15 ₹1,17,945 Lowest | 15 ₹1,17,945 Lowest |
| 8.00Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25 mm using 13.20 mm IRC size HBG metal with 44 kg of Bitumen for 1 CUM mixed in hot mix plant laying at site including cost and conveyance of metal from approved quarry labour charges for tamping to required level line and grade etc completed complaying with standard specification | |||||
| 9.00 | Km 0/0-1/0 | 7.94 | Cum | 5,641 ₹44,789.54 | 5,585 ₹44,344.9 Lowest |
| 10.00BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II)-Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 | |||||
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
8 Jul 2025, 3:00 pmClosed
Project Director, DRDA, Nagapattinam
Collectorate campus Nagapattinam
1.Periodic Renewal of Black Topping to MRL - 37 Melavalakkarai - Keelavalakkarai Road KM 0/0-2/621,02Black Topping to L - 037 VV Road to Keelapudhupalli Road KM 0/0-2/850,03Black Topping to L - 022 Prathaparamapuram Kamachipuram road KM 0/0- 0/876
2025_RDTN_142494_1
Nagai Dist/PMGSY-Renewal BT/2024-25/3308/Pkg-01R
Open Tender
Civil Works - Roads
Item Rate
180 days
Collectoracte campus Nagapattinam
As per Tender Documents
8 documents required · 8 mandatory
₹0
₹2.7 L
Yes
6 Aug 2025
3 Jul 2025
8 Jul 2025
3 Jul 2025
8 Jul 2025
3 Jul 2025
Amount
01.Periodic Renewal of Black Topping to MRL - 37 Melavalakkarai - Keelavalakkarai Road KM 0/0-2/621 in Keelaiyur block.
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.
Earthwork excavating & depositing on bank with initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum, gravel, stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layers of 250 mm loose thick each , sectioning , watering and compacting etc, complete as per MOST 301 - 305.
Providing and laying Tack coat over BT surface using 3.0 Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat
Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25 mm using 13.20 mm IRC size HBG metal with 44 kg of Bitumen for 1 CUM mixed in hot mix plant laying at site including cost and conveyance of metal from approved quarry labour charges for tamping to required level line and grade etc completed complaying with standard specification
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II)-Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
Provision for Hectametre Stones Size 0.90m x 0.15m x 0.15m
Provision for KM Stones Size 1.65m x 0.45m x 0.15m
Provision for Refixing/Repainting for Signboard
Provision for Refixing/Repainting for Logo board
Provision for Refixing/Repainting forCitizen information board
Provision for Refixing/Repainting for Information board/Name board
Provision for Refixing/Repainting for Maintenance board
Provision for Incentive Board
For the First Year from the date of completion of work
For the Second Year from the date of cpmpletion 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
02.Periodic Renewal of Black Topping to L - 37 VV Road to Keelapudhupalli Road KM 0/0-2/850 in Keelaiyur block
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.
Earthwork excavating & depositing on bank with initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum, gravel, stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layers of 250 mm loose thick each , sectioning , watering and compacting etc, complete as per MOST 301 - 305.
Providing and laying Tack coat over BT surface using 3.0 Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat
Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25 mm using 13.20 mm IRC size HBG metal with 44 kg of Bitumen for 1 CUM mixed in hot mix plant laying at site including cost and conveyance of metal from approved quarry labour charges for tamping to required level line and grade etc completed complaying with standard specification
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II)-Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
Provision for Hectametre Stones Size 0.90m x 0.15m x 0.15m
Provision for KM Stones Size 1.65m x 0.45m x 0.15m
Provision for Refixing/Repainting for Cautionary board
Provision for Refixing/Repainting for Logo board
Provision for Refixing/Repainting forCitizen information board
Provision for Refixing/Repainting for Information board/Name board
Provision for Refixing/Repainting for Maintenance board
Provision for Incentive Board
For the First Year from the date of completion of work
For the Second Year from the date of cpmpletion 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
03.Periodic Renewal of Black Topping to L - 022 Prathaparamapuram Kamachipuram road in Prathaparamapuram Panchatat KM 0/0- 0/876 in Keelaiyur block .
Providing and laying Tack coat over BT surface using (0.2+0.25) Kg of bitumen vg30 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat
Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 50 mm using 45 mm IRC size HBG metal with 44 kg of Bitumen for 1 CUM mixed in hot mix plant laying at site including cost and conveyance of metal from approved quarry labour charges for tamping to required level line and grade etc completed complaying with standard specification
Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25 mm using 13.20mm IRC Size HBG metal Bitumen for 1 CUM mixed in hot mix plant laying at site including cost and conveyance of metal from approved quarry labour charges for tamping to required level line and grade etc completed complaying with standard specification
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II)-Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
Provision for Hectametre Stones Size 0.90m x 0.15m x 0.15m
Provision for Refixing/Repainting for Cautionary board
Provision for Refixing/Repainting for Logo board
Provision for Refixing/Repainting forCitizen information board
Provision for Refixing/Repainting for Information board/Name board
Provision for Refixing/Repainting for Maintenance board
Provision for Incentive Board
For the First Year from the date of completion of work
For the Second Year from the date of cpmpletion 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 RENEWAL & Maintenance 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)
AAKASH CONSTRUCTION (BID ID -621290)
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