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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC 5 36A KRISHNANAGAR K R NAGAR KOVILPATTI THOOTHUKUDI 628503 | KOVILPATTI | THOOTHUKUDI | TAMIL NADU | 628503 | ₹1.7 Cr | L1 | Accepted-AOC Quoted Lowest rate and Executed Agreement on 16.03.2024 |
| 2 | L2₹1.7 Cr+₹47,275.38 (0.28%)Rejected-AOC | ₹1.7 Cr+₹47,275.38 (0.28%) | L2 | Rejected-AOC L2 |
Tender Value
₹1.7 Cr
EMD Value
₹1.7 L
Closing Date
12 Mar 2024, 3:00 pmClosed
Additional Collector (Dev),DRDA,Thoothukudi
DRDA, Thoothukudi
Thoothukudi District-NORTH EAST MONSOON - 2023- Permanent Restoration Improvements to 2 No of Roads in Kovilpatti Block Package No.TN/Tut-28/2023-24
2024_RDTN_433814_21
DistCollr,DRDA,Tuty LrNo A12/1382/24 dt.28.02.24
Open Tender
Civil Works - Roads
Item Rate
180 days
Thoothukudi District
As per Tender Schedule
4 documents required · 4 mandatory
₹0
₹1.7 L
DRDA, Thoothukudi
11 Jun 2024
6 Mar 2024
12 Mar 2024
6 Mar 2024
12 Mar 2024
7 Mar 2024
7 Mar 2024
Amount
Vadakku Illupppaiyurani Road Km 0/0 - 0/715 in Kovilpatti Block of Thoothukudi District under NORTH EAST MONSOON - 2023- Permanent Restoration Package No.TN/Tut-28/2023-24
Clearing the Scrub jungle including all labour charges for burrying and burning etc Km 0/0-0/715
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20B Km 0/0-0/715.
Picking the existing BT surface including all labour charges etc.Km 0/0-0/715
Providing and Laying Red Gravel side berms including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights 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 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. Km 0/0-715
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. Km 0/0-0/715
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10Square Metre for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., Km 0/0-0/715
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13Cubic Metre of 19.00-9.50mm. 0.17Cubic Metre 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 Km 0/0-0/715
Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per Square Metre area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MORT&H specification No.803 Km 0/0-0/715
Provision for HM Stone
Provision for Name Board cum Citizen information Board
Provision for Cautionary sign board
Provision for 60cm Circle Mandatory board
Providing Drainage Arrangement
Earth work excavation for foundation in all soils such as red earth ,hard stiff clay soil, stiff black cotton soil, hard red earth,shales, murrams, gravel,hard rock not requiring blasting ete complete.,For Foundation
Cement concrete 1:4:8mix using 40mm gauge hand broken granite stone jelly for foundation including watering wherever nessary and laid in layers not more than 15cm thick completed etc, complete complying with standard specification and as directed.
Plain Cement Concrete 1:2:4 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.
Supplying and erection centering for sides and soffits inculding necessary supports and structing for plain surfaces such as RCC Slab,Lintel,Beam coloum,sunshade etc complete.,
Plastering with C. M 1:5 mix, 12 mm thick including cost and conveyance of all materials to site and labour charges etc complete.
Providing Paver Block Arrangement at 480m
Earth work excavation in all clauses of soils with initial lead and lift except hard rock requiring blasting etc., complete for foundation as per SS 20B
Cement concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete
Centering charges for PCC works including all cost and conveyance all materials to site etc., complete.
Cement concrete 1:3:6mix using 20 mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 80mm and compacted over a thin bedding M.Sand layer of 25 mm thickness and joints shall be filled by fine M.Sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Urulaikudi - Peekilipatti road Km 0/0-3/490
Clearing the Scrub jungle including all labour charges for burrying and burning etc Km 0/0-3/485
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20B Km 0/0-3/485
Picking the existing BT surface including all labour charges etc.Km 0/0-3/485
Providing and Laying Red Gravel side berms including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights 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 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. Km 0/0-3/485
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. Km 0/0-3/485
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10Square Metre for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., Km 0/0-3/485
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13Cubic Metre of 19.00-9.50mm. 0.17Cubic Metre 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 Km 0/0-3/485
Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per Square Metre area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MORT&H specification No.803 Km 0/0-3/485
Provision for KM Stone
Provision for HM Stone
Provision for Name Board cum Citizen information Board
Provision for Chevron signs 90cm Octogon (Curves) Mandatory board
Provision for Cautionary sign board
Construction of 2.0m SPAN RCC Slab culvert at ch 2640
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed including centering and shuttering.
Centering and shuttering work for PCC works etc., complete complying with standard specifications and as directed. Below Sill level Without strutting
Centering and shuttering work for PCC works etc., complete complying with standard specifications and as directed. Above sill level With strutting
Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding costof Reinforcement andfabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
Construction of 3.0m SPAN RCC Slab culvert at ch 3350
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed including centering and shuttering.
Centering and shuttering work for PCC works etc., complete complying with standard specifications and as directed. Below Sill level Without strutting
Centering and shuttering work for PCC works etc., complete complying with standard specifications and as directed. Above sill level With strutting
Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding costof Reinforcement andfabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
supply and filling of gritty gravel from approved quarry, including cost and conveyance of material to site and all labour charges for filling and compaction 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}
T SHANTHI
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