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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-Finance NO 888 TVS TOLGATE TIRUCHIRAPPALLI 620 020 | TIRUCHIRAPPALLI | TAMIL NADU | 620020 | ₹1.7 Cr | L1 | Accepted-Finance Quoted L1 Rate |
| 2 | L2₹1.7 CrRejected-Finance NO 51 5 AMMAN NAGAR SUNDAR NAGAR TIRUCHIRAPPALLI 620021 | TIRUCHIRAPPALLI | TAMIL NADU | 620021 | ₹1.7 Cr | L2 | Rejected-Finance Quoted L2 Rate |
| 3 | L3₹1.7 CrRejected-Finance 184 KEELA STREET NEIKULAM NEDUNGUR LALGUDI 621105 | TIRUCHIRAPPALLI | TAMIL NADU | 621105 | ₹1.7 Cr | L3 | Rejected-Finance Quoted L3 Rate |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically not Qualified |
| Sl No | Description | Qty | Unit | R RENGASAMY L2 | R VELLAISAMY L1 | ASV CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00 | Strengthening the Road From Sathapadi To Sillakudi Road (R-72) VPR KM 0/0-2/580
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 in all etc complete | 5,132 | Sqm | 7 ₹35,924 | 5.95 ₹30,535.40 | 5 ₹25,660 |
| 2.00 | Picking the existing mettaled surface and sectioning including all labour charges etc, complete.km 0/0 - 2/58 | 9,622.5 | Sqm | 30 ₹2.9 L | 22.95 ₹2.2 L | 22 ₹2.1 L |
| 3.00 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B km 0/0 - 2/58 | 2,771.28 | Cum | 140 ₹3.9 L | 139.95 ₹3.9 L | 250 ₹6.9 L |
| 4.00 | 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 0/0 - 2/58 | 1,446.19 | Cum | 2,709 ₹39.2 L | 2,709 ₹39.2 L | 2,800 ₹40.5 L |
| 5.00 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.km 0/0 -2/58 | 9,641.25 | Sqm | 90 ₹8.7 L | 88 ₹8.5 L | 85 ₹8.2 L |
| 6.00 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete km 0/0 - 2/58 | 9,641.25 | Sqm | 25 ₹2.4 L | 21 ₹2.0 L | 20 ₹1.9 L |
| 7.00 | Providing, 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 37 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 them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 km 0/0-1/0 | 188.44 | Cum | 9,235 ₹17.4 L | 9,235 ₹17.4 L | 9,750 ₹18.4 L |
| 8.00 | KM 1/0-2/0 | 187.5 | Cum | 9,235 ₹17.3 L | 9,235 ₹17.3 L | 9,750 ₹18.3 L |
| 9.00 | KM 2/0 -2/58 | 106.12 | Cum | 9,235 ₹9.8 L | 9,235 ₹9.8 L | 9,750 ₹10.3 L |
| 10.00 | BITUMINOUSE CONCRETE 25 ,30/40 MM THICK USING cmp (Grade -II) Providing and laying Bituminious concrete to 40 mm thick using 0.13 cum of 19.00-9.50mm .17 cum of 9.5-2.36 and below with 50.3 kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature km 0/0 -1/0 | 94.22 | Cum | 11,828 ₹11.1 L | 11,828 ₹11.1 L | 10,000 ₹9.4 L |
Updated dates
Tender Value
₹1.8 Cr
EMD Value
₹1.8 L
Closing Date
23 Feb 2026, 3:00 pmClosed
Project Director
Project Director
Strengthening the Road From Sathapadi To Sillakudi Road (R-72) VPR KM 0/0-2/580 Pullambadi Block,Tiruchirappalli District under NABARD - RIDF 2026-27,pkg 18
2026_RDTN_655902_18
DIPR.968/TENDER/2026
Open Tender
Civil Works - Roads
180 days
Tiruchirappalli
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.8 L
DRDA Tiruchirappalli
8 Jun 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
18 Feb 2026
Strengthening the Road From Sathapadi To Sillakudi Road (R-72) VPR KM 0/0-2/580 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 in all etc complete
Picking the existing mettaled surface and sectioning including all labour charges etc, complete.km 0/0 - 2/58
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B km 0/0 - 2/58
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 0/0 - 2/58
Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.km 0/0 -2/58
Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete km 0/0 - 2/58
Providing, 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 37 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 them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 km 0/0-1/0
BITUMINOUSE CONCRETE 25 ,30/40 MM THICK USING cmp (Grade -II) Providing and laying Bituminious concrete to 40 mm thick using 0.13 cum of 19.00-9.50mm .17 cum of 9.5-2.36 and below with 50.3 kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature km 0/0 -1/0
Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading watering and compacting by power roller to achieve the required proctor density at 100 % Compaction at Optimum moisture conten. km 0/0 - 1/0
Provision for HM Stone
Provision for KM Stone
Provision for 60 Cm Equilaterak triangle cautionary signboard
Provision for Road Marker/ Road stud with lens Reflector including all charges etc complete.,
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 & 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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