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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-Finance | ₹1.7 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.7 Cr+₹91,696.37 (0.53%)Rejected-Finance | ₹1.7 Cr+₹91,696.37 (0.53%) | L2 | Rejected-Finance L12 |
| Sl No | Description | Qty | Unit | R&D Engineering Consultant and Contractors H2 | THIRUMURUGACONSTRUCTION H1 |
|---|---|---|---|---|---|
| 1.00Strengthening of road from Eyyanur Raileway gate to Keelnariyappanur Road in Km 0/0-3/950 in Thiyagadurugam Block of Kallakurichi district. | |||||
| 1.01 | Clearing the scrub jungles including all labour charges for all labour charges etc complete. | 5,400 | Sqm | 5 ₹27,000 Lowest | 6 ₹32,400 |
| 1.02 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A for cutting | 2,025 | Cum | 130 ₹2,63,250 Lowest | 132 ₹2,67,300 |
| 1.03 | Picking the Exisiting BT Surface including all labour charges for all labour charges etc complete. | 4,667.12 | Sqm | 21 ₹98,009.52 Lowest | 25 ₹1,16,678 |
| 1.04Collection & Supply and Spreading of US gravel including cost & conveyance and labour charges for stacking etc complete. | |||||
| 1.05 | Km 0/0 - 1/00 | 95.3 | Cum | 979 ₹93,298.7 Lowest | 980 ₹93,394 |
| 1.06 | km 1/0-2/0 | 119.65 | Cum | 987 ₹1,18,094.55 Lowest | 990 ₹1,18,453.5 |
| 1.07 | km 2/0-3/0 | 119.3 | Cum | 995 ₹1,18,703.5 Lowest | 995 ₹1,18,703.5 Lowest |
| 1.08 | km 3/0-3/950 | 113.3 | Cum | 1,108 ₹1,25,536.4 Lowest | 1,110 ₹1,25,763 |
| 1.09Providing 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. | |||||
Tender Value
₹1.8 Cr
EMD Value
₹1.8 L
Closing Date
20 Jan 2025, 3:00 pmClosed
Project Director
DRDA, Kallakurichi
Strengthening of road From Eyyanur Railway Gate to Eyyanur road in Thiyagadurgam Block
2024_RDTN_515261_1
B3/1255/2024/012
Open Tender
Civil Works
Item Rate
180 days
Kallakurichi
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.8 L
DRDA, Kallakurichi
3 Oct 2025
30 Dec 2024
20 Jan 2025
30 Dec 2024
20 Jan 2025
30 Dec 2024
30 Dec 2024 - 31 Dec 2024
3 Jan 2025
Amount
Strengthening of road from Eyyanur Raileway gate to Keelnariyappanur Road in Km 0/0-3/950 in Thiyagadurugam Block of Kallakurichi district.
Clearing the scrub jungles including all labour charges for all labour charges etc complete.
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A for cutting
Picking the Exisiting BT Surface including all labour charges for all labour charges etc complete.
Collection & Supply and Spreading of US gravel including cost & conveyance and labour charges for stacking 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.
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
Supply and Fixing of KM Stones. 1.65 x 0.45 x 0.15 m
Supply and Fixing of HM Stones of size 0.75 x 0.23 x 0.15m
Supply and Fixing of Name Board
Cost For Road Marking
Cost For Road stud with reflector
Cost for photograpic documentation and album
Supply and Fixing of 60cm Triangle sign board
Supply and Fixing of 60cm Circular sign board
Construction of 1.50m RCC slab culvert at Km 0/500
Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete for Below Sill
Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete, For Above Sill
Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete, For Bed Block
RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,
Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items for Below Sill
Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items for Above Sill
Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete
Supply and Fixing of Bitumen Pad as expansion joint
Supply and Fixing of Tar Paper
Supply and Fixing of weepholes
Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for Filling
Construction of 1.50m RCC slab culvert at Km 3/750
Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete for Below Sill
Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete, For Above Sill
Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete, For Bed Block
RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,
Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items for Below Sill
Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items for Above Sill
Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete
Supply and Fixing of Bitumen Pad as expansion joint
Supply and Fixing of Tar Paper
Supply and Fixing of weepholes
Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for Filling
Routine Maintenance of above road for 5 years
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 IRC-SP-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 carriageway width of 3.00m & 3.75m
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 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&D Engineering Consultant and Contractors (BID ID -1233565)
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