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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87.2 LAccepted-AOC 1035 A 2ND FLOOR J V STREET SUDHAKAR NAGAR VILUPPURAM | ₹87.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹90.5 LRejected-AOC CHEMMEDU KANAI UNION | ₹90.5 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | EZHUMALAI L2 | DEVAKI CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.01Strengthening to Ponnankuppam - Malligaipattu road 0/0-1/415 km | |||||
| 1.02 | Clearing the scrub jungles including all labour charges for burning or burrying etc complete. | 2,797.2 | Sq.m | 15 ₹41,958 | 5.4 ₹15,104.88 |
| 1.03 | Picking 5 cm to 10 cm old BT surface and sectioning - 1 sq.m | 1,618.75 | Sq.m | 40 ₹64,750 | 22.9 ₹37,069.38 |
| 1.04 | 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 | 582.75 | Cu.m | 250 ₹1.5 L | 140.35 ₹81,788.96 |
| 1.05Laying US GRAVEL including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc. complete. | |||||
| 1.06 | KM 0/0-1/0 | 224.4 | Cu.m | 857.95 ₹1.9 L | 857.95 ₹1.9 L |
| 1.07 | KM1/0-2/0 | 105.83 | Cu.m | 857.95 ₹90,796.85 | 857.95 ₹90,796.85 |
| 1.08Providing 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. | |||||
| 1.09 | KM 0/0-1/415 | 607.03 | Cu.m | 3,045.17 ₹18.5 L | 3,045.17 ₹18.5 L |
| 1.10 | 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. | 4,856.25 | sq.m | 120 ₹5.8 L | 86.54 ₹4.2 L |
Tender Value
₹97.6 L
EMD Value
₹98,000
Closing Date
20 Feb 2026, 3:00 pmClosed
The Additional Collector
DRDA, VILUPPURAM
TNVPM/NABARD/26-27/03
2026_RDTN_656513_2
TNVPM/NABARD/26-27
Open Tender
Civil Works
180 days
Viluppuram District
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹98,000
Yes
14 Mar 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
20 Feb 2026
15 Feb 2026
Strengthening to Ponnankuppam - Malligaipattu road 0/0-1/415 km
Clearing the scrub jungles including all labour charges for burning or burrying etc complete.
Picking 5 cm to 10 cm old BT surface and sectioning - 1 sq.m
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
Laying US GRAVEL including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification 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 Macadam (Grade-II) 50mm Thick Using VG30Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 34.04 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing
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
Provision for KM Stones.
Provision for HM Stones of size 75 x 23 x 10 cm.
Providing of Cement Concrete Road CH : 0/0-0/120
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an
60 cm Equilateral triangle cautionary sign board
Provision for Citizen board and Maintanance board and Logo board Charges
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}
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