Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.5 LAccepted-AOC 3062617 6571 26 | ERODE | TAMIL NADU | 638002 | ₹52.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹53.4 LRejected-AOC | ₹53.4 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SRV CONSTRUCTION L1 | Kamalam Construction L2 |
|---|---|---|---|---|---|
| 1.01Strenthening of Road From Urani Palakkadu Road KM0/0-1/100 in Marakkanam Block | |||||
| 1.02 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | 1,166 | Cum | 6 ₹6,996 | 15 ₹17,490 |
| 1.03 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20A including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and Etc | 874.8 | Cum | 140 ₹1.2 L | 180 ₹1.6 L |
| 1.04 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 1,350 | Cum | 23 ₹31,050 | 35 ₹47,250 |
| 1.05 | 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 KM 0/0-1/0 | 120 | Cum | 980 ₹1.2 L | 1,100 ₹1.3 L |
| 1.06 | SHOULDERS KM 1/0-1/100 | 9.6 | Cum | 980.53 ₹9,413.09 | 980.53 ₹9,413.09 |
| 1.07Construction 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 icrons sieve shall have liquid limit and plasticity | |||||
| 1.08 | Km0/0-1/0 | 375 | Cum | 2,419.07 ₹9.1 L | 2,419.07 ₹9.1 L |
| 1.09 | KM 1/0-1/100 | 30 | Cum | 2,430.77 ₹72,923.10 | 2,430.77 ₹72,923.10 |
| 1.10 | 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. | 506.25 | Cum | 2,825.96 ₹14.3 L | 2,825.96 ₹14.3 L |
Tender Value
₹55.6 L
EMD Value
₹56,000
Closing Date
13 Aug 2025, 3:00 pmClosed
The Additional Collector
DRDA, Viluppuram
TNVPM/Michaung/Merkanam/05
2025_RDTN_587278_5
TNVPM/Michaung/Merkanam
Open Tender
Civil Works
180 days
Viluppuram District
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹56,000
Yes
9 Apr 2026
30 Jul 2025
13 Aug 2025
30 Jul 2025
13 Aug 2025
8 Aug 2025
Amount
Strenthening of Road From Urani Palakkadu Road KM0/0-1/100 in Marakkanam Block
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20A including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and Etc
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
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 KM 0/0-1/0
SHOULDERS KM 1/0-1/100
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 icrons sieve shall have liquid limit and plasticity
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.
Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
Applying TACK COAT over Primed WMM surface at 4.0Kg/2.50 of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
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 perature 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 chanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes atory/phenumatic roller to the
Provision of 15 nos of rumble strips covered with premix bituminous carpet, 15 - 20 mm high at centre, 250 mm wide placed at 1 m center-to-centre at approved locations to control speed, marked with white strips of road marking paint.
Providing Cement Concrete Pavement CH 0/340-0/540
Construction of Un-Reinforced , Dowel Jointed at Expansion and Constrction joint
Provision for Bitumen pad
Provision for KM Stones.
Provision for HM Stones.
Provision for Name board Charges
Provision for Photographic Charges
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}
Kamalam Construction (BID ID -1427407)
stage.html
html • 0.04 MB
techsummary_701530.pdf
BOQ Comparative Chart
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.39 MB
5.pdf
Tender Documents • 0.88 MB
BOQ_701530.xls
BOQ • 0.27 MB
Download all tender documents and submit your bid