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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAccepted-AOC 97 1 YADHAVA STREET VELIPATTINAM RAMANATHAPURAM 523504 | 523504 | ₹3.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.4 Cr+₹11.3 L (3.42%)Rejected-Finance NO 4 ARANMANAI RAMASAMY KOTHANAR WEST STREET RAMANATHAPURAM | RAMANATHAPURAM | TAMIL NADU | 623115 | ₹3.4 Cr+₹11.3 L (3.42%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Documentary evidences furnished. But Plant Not in Working Condition Tools and Machineries not Available Hence Technically Disqualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Documentary evidences furnished. But Plant Not in Working Condition Tools and Machineries not Available Hence Technically Disqualified |
| 5 | Rejected-Technical RAMANATHAPURAM | RAMANATHAPURAM | TAMIL NADU | 623115 | - | - | Rejected-Technical Technically Disqualified |
Tender Value
Refer Docs
EMD Value
₹3.4 L
Closing Date
21 Jan 2025, 3:00 pmClosed
The Additional Collector (Dev.)
DRDA, Ramanathapuram
06 - NABARD - RIDF XXX/ 2024 - 25 - Strengthening of the Road From Thaliyarenthal to Pooseri K.P Madam (via) Kadambodai in km 0/0-4/900 Road Code R15 PUR in Mudukulathur Block of Ramanathapuram District under NABARD - RIDF - XXX - 2024-25
2025_RDTN_516127_1
DIPR/5603/Tender/2024
Open Tender
Civil Works - Roads
Item Rate
180 days
DRDA
Please refer Tender documents
4 documents required · 4 mandatory
₹0
₹3.4 L
DRDA, Ramanathapuram
4 Mar 2025
2 Jan 2025
21 Jan 2025
2 Jan 2025
21 Jan 2025
3 Jan 2025
3 Jan 2025
Amount
Strengthening to the Road FromThaliyarenthal to Pooseri K.P. Madam (via) Kadambodai in Km 0/0 - 4/900 R-15
Clearing the Light Jungle with out uprooting including all labour charges
Picking the Existing B.T surface including all labour charges etc complete
Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., complete.
Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental 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. thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for BOTTOM LAYER
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.,
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
Road marking eith hot applied thermoplastic compound with reflectiorising glass beads on bituminous surface
60cm Equilateraal Triangle cautionary sign board
Hecta metre stone
KM Stone
Name Board cum Citizen Board
Retaining wall
Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation
Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete
Cement concrete 1:2:4 mix using 20 mm ISS HBG metal including cost and conveyance and all lanour charges etc complete
Rcc Slab Culvert at 1.50m span 180m
Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal in layers not more 15cm thick well rammed watered and compacted compacted completed complying to standard specification.
Cement Concrete 1:3:6mix using 40mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,
Cement Concrete 1:2:4 mix using 20mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,
Reinforced Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost rein for cement and fabrication charges, centring and shuttering, shall be finished smooth with cement mortar 1:3,12mm thick.,etc
Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete
Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete
Suppling and fabrication charges for Steel including cost and conveyance of all materials and labour charges etc complete.
Provision for Bitumen Pad Including all Labour Charges
Providing Wee pholes in brick Masonry plain reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1:20 etc complete as per specification,
Rcc Slab Culvert at 1.50m span 360m
Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal in layers not more 15cm thick well rammed watered and compacted compacted completed complying to standard specification.
Cement Concrete 1:3:6mix using 40mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,
Cement Concrete 1:2:4 mix using 20mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,
Reinforced Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost rein for cement and fabrication charges, centring and shuttering, shall be finished smooth with cement mortar 1:3,12mm thick.,etc
Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete
Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete
Suppling and fabrication charges for Steel including cost and conveyance of all materials and labour charges etc complete.
Provision for Bitumen Pad Including all Labour Charges
Providing Wee pholes in brick Masonry plain reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1:20 etc complete as per specification,
Minor Bridge 3 x 6m at 1830m
Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed,watered and compacted Complete complying with stanard specification.
Cement Concrete 1:3:6mix using 40mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,
Cement Concrete 1:2:4 mix using 20mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc., (Below sill)
Cement Concrete 1:2:4 mix using 20mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,
Reinforced Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost rein for cement and fabrication charges, centring and shuttering, shall be finished smooth with cement mortar 1:3,12mm thick.,etc
Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete( Below GL)
Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete (Above GL)
Suppling and fabrication charges for Steel including cost and conveyance of all materials and labour charges etc complete.
Wearing coat 75 mm thick in CC 1:2:4 mix using 65% 25mm, 25% 12mm and 10% 6mm IRC HBG metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from Departmental section stores to the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tools and plants and all other incidental charges such as baling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer.
Providing and Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per Drawing and MORD Technical Specification.
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
Providing Wee pholes in brick Masonry plain reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1:20 etc complete as per specification,
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc
Rcc Culvert at 1.50m span 4900m
Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal in layers not more 15cm thick well rammed watered and compacted compacted completed complying to standard specification.
Cement Concrete 1:3:6mix using 40mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,
Cement Concrete 1:2:4 mix using 20mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,
Cement Concrete 1:2:4 mix using 20mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,
Reinforced Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost rein for cement and fabrication charges, centring and shuttering, shall be finished smooth with cement mortar 1:3,12mm thick.,etc
Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete
Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete
Suppling and fabrication charges for Steel including cost and conveyance of all materials and labour charges etc complete.
Provision for Bitumen Pad Including all Labour Charges
Providing Wee pholes in brick Masonry plain reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1:20 etc complete as per specification,
Towards the charges for routline maintenance of the road work executed under NABARD including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost
For the First Year from the date of completion of work
For the Second Year from the date of completion 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 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}
JEEVANANTHAM CONSTRUCTION (BID ID -1229800)
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