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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹94.0 LAccepted-AOC 17E COLLECTOR OFFICE ROAD VENKATHESAPURAM SUNDAR NAGAR EXTENSION NEAR DIC PERAMBALUR 621 212 | PERAMBALUR | TAMIL NADU | 621212 | ₹94.0 L | L1 | Accepted-AOC Quoted L1 rate |
| 2 | L2₹96.2 LRejected-AOC | ₹96.2 L | L2 | Rejected-AOC Quoted L2 rate |
| Sl No | Description | Qty | Unit | Nallathambi S L2 | TCB CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | 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. KM 0/000 - 2/400 | 3,840 | M2 | 8 ₹30,720 | 6 ₹23,040 |
| 2.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m KM 0/000 - 2/400 | 2,989.12 | M3 | 25 ₹74,728.13 | 23 ₹68,749.88 |
| 3.00 | 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 20A KM 0/000 - 2/400 | 1,612.95 | M3 | 145 ₹2.3 L | 140 ₹2.3 L |
| 4.00 | Spreading the collected US gravel to watering and hand roller rolling including cost and supply of well Gravel from approved quarry and stacking to departmental gauge for premeasurements etc complete as per standard specifications and as directed by the departmental officers KM 0/000-1/000 | 269.22 | M3 | 375 ₹1.0 L | 368 ₹99,072.96 |
| 5.00 | KM 0/000-2/000 | 269.22 | M3 | 395 ₹1.1 L | 382 ₹1.0 L |
| 6.00 | KM 2/000-2/400 | 107.22 | M3 | 400 ₹42,888 | 395 ₹42,351.90 |
| 7.00 | 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 0/000 - 2/400 | 1,124.37 | M3 | 2,550 ₹28.7 L | 2,509 ₹28.2 L |
| 8.00 | 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 0/000 - 2/400 | 8,994.87 | M2 | 90 ₹8.1 L | 87 ₹7.8 L |
| 9.00 | 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., KM 0/000 - 2/400 | 9,027.5 | M2 | 25 ₹2.3 L | 20 ₹1.8 L |
| 10.00 | BITUMINOUS CONCRETE 25 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 specificati on using CMP as per clauses 507 of MORTH Part-5 KM 0/000 - 2/400 | 225.69 | M3 | 11,650 ₹26.3 L | 11,524 ₹26.0 L |
Tender Value
₹1.0 Cr
EMD Value
₹1.0 L
Closing Date
20 Feb 2026, 3:00 pmClosed
Project Director
DRDA Perambalur
Strengthening the road from Thondamandurai-A Mettur road in Veppanthattai Block under NABARD RIDF 2026-27 in Perambalur District Package No.TN11-09
2026_RDTN_655888_9
DIPR/1016/Tender/2026 Dated 13.02.2026
Open Tender
Civil Works - Roads
180 days
Perambalur
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.0 L
DRDA Perambalur
17 Mar 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
18 Feb 2026
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. KM 0/000 - 2/400
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m KM 0/000 - 2/400
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 20A KM 0/000 - 2/400
Spreading the collected US gravel to watering and hand roller rolling including cost and supply of well Gravel from approved quarry and stacking to departmental gauge for premeasurements etc complete as per standard specifications and as directed by the departmental officers KM 0/000-1/000
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 0/000 - 2/400
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 0/000 - 2/400
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., KM 0/000 - 2/400
BITUMINOUS CONCRETE 25 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 specificati on using CMP as per clauses 507 of MORTH Part-5 KM 0/000 - 2/400
Provision for HM Stone charges etc complete
KM Stone
Providing arid erecting Single sided Double Guard Metal Beam Crash Barrier System 1.7Om high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/ 360 and dip galvanized having Zinc Mass of 550gms / sqm, minimum 95Omm above road/ ground level fixed on ISMC series channel vertical post l50x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800rnm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS: 1367 clause 4.60 all complete as per Technical Specification arid as directed by the Engineer-in-charge
Towards the charges for routline maintenance of the road work executed under NABARD 2026-27 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 & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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