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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹98.5 LAccepted-Finance | ₹98.5 L | L1 | Accepted-Finance Quoted L1 Rate |
| 2 | L2₹1.0 CrRejected-Finance | ₹1.0 Cr | L2 | Rejected-Finance Quoted L2 Rate |
| Sl No | Description | Qty | Unit | K SARAVANAN L2 | P. Jaisankar L1 |
|---|---|---|---|---|---|
| 1.00 | Strengthening the Road from Naganallur - Sukkalampatty Kombai Road Km 0/0 - 2/250 (R-25 PUR )
Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete Km 0 / 0 - 2/250 | 2,021.22 | sqm | 7 ₹14,148.54 | 5.9 ₹11,925.2 Lowest |
| 2.00 | Picking old metalled / BT surface upto 10cm thick as directed by the departmental officers Km 0 / 0 - 2/250 | 2,812.5 | sqm | 25 ₹70,312.5 | 23 ₹64,687.5 Lowest |
| 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 / 0 - 2/250 | 402.74 | cum | 145 ₹58,397.3 | 140 ₹56,383.6 Lowest |
| 4.00 | 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 content Km 0 / 0 - 1/00 | 224.53 | cum | 375 ₹84,198.75 | 367 ₹82,402.51 Lowest |
| 5.00 | Km 1 /00 - 2/00 | 225 | cum | 375 ₹84,375 | 367 ₹82,575 Lowest |
| 6.00 | Km 2 /00 - 2/250 | 55.78 | cum | 375 ₹20,917.5 | 367 ₹20,471.26 Lowest |
| 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 / 0 - 2/250 | 1,263.27 | cum | 2,700 ₹34,10,829 | 2,638.5 ₹33,33,137.9 Lowest |
| 8.00 | Providing and laying of Prime Coat using Emulsion (SS1) at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.Km 0 / 0 - 2/250 | 8,421.74 | cum | 90 ₹7,57,956.6 | 88 ₹7,41,113.12 Lowest |
| 9.00 | Providing and laying Tack coat over WMM surface using 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.marea including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat Km 0 / 0 - 2/250 | 8,437.5 | sqm | 25 ₹2,10,937.5 | 21 ₹1,77,187.5 Lowest |
| 10.00 | 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 Km 0 / 0 - 2/250 | 253.13 | cum | 11,800 ₹29,86,934 | 11,752 ₹29,74,783.76 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
20 Feb 2026, 3:00 pmClosed
Project Director
Project Director
Strengthening the road from Naganallur to Sukkalampatty kombai 0/0-2/400 (R-25 PUR) Uppiliyapuram Block,Tiruchirappalli District under NABARD RIDF 2026-27,pkg 22
2026_RDTN_655902_22
DIPR.968/TENDER/2026
Open Tender
Civil Works - Roads
Item Wise
180 days
Tiruchirappalli
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.1 L
DRDA Tiruchirappalli
27 Jul 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Strengthening the Road from Naganallur - Sukkalampatty Kombai Road Km 0/0 - 2/250 (R-25 PUR )
Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete Km 0 / 0 - 2/250 | 2,021.22 | sqm | - | - |
| 2 | Picking old metalled / BT surface upto 10cm thick as directed by the departmental officers Km 0 / 0 - 2/250 | 2,812.5 | sqm | - | - |
| 3 | 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 / 0 - 2/250 | 402.74 | cum | - | - |
| 4 | 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 content Km 0 / 0 - 1/00 | 224.53 | cum | - | - |
| 5 | Km 1 /00 - 2/00 | 225 | cum | - | - |
| 6 | Km 2 /00 - 2/250 | 55.78 | cum | - | - |
| 7 | 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 - 2/250 | 1,263.27 | cum | - | - |
| 8 | Providing and laying of Prime Coat using Emulsion (SS1) at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.Km 0 / 0 - 2/250 | 8,421.74 | cum | - | - |
| 9 | Providing and laying Tack coat over WMM surface using 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.marea including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat Km 0 / 0 - 2/250 | 8,437.5 | sqm | - | - |
| 10 | 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 Km 0 / 0 - 2/250 | 253.13 | cum | - | - |
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