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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.6 LAccepted-AOC | ₹5.6 L | 1 | Accepted-AOC Accepted-Finance |
| 2 | 2₹5.7 L+₹10,782.70 (1.92%)Rejected-Finance | ₹5.7 L+₹10,782.70 (1.92%) | 2 | Rejected-Finance Higher rate compare to L1 Rejected |
| 3 | 3₹6.1 L+₹52,902.65 (9.41%)Rejected-Finance | ₹6.1 L+₹52,902.65 (9.41%) | 3 | Rejected-Finance Higher rate compare to L1 Rejected |
| 4 | 4₹6.3 L+₹69,135.28 (12.3%)Rejected-Finance CHENNAI | CHENNAI | TAMIL NADU | 600001 | ₹6.3 L+₹69,135.28 (12.3%) | 4 | Rejected-Finance Higher rate compare to L1 Rejected |
| 5 | 5₹6.4 L+₹80,205.23 (14.3%)Rejected-Finance | ₹6.4 L+₹80,205.23 (14.3%) | 5 | Rejected-Finance Higher rate compare to L1 Rejected |
| Sl No | Description | Qty | Unit | GOPI INFRASTRUCTURES L3 | M PERUMAL L4 | M THANGADURAI L5 | PRAKASH P L1 | M ARAVINDH L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Rural Road maintenance from Mangalrevu Elumalai to T Krishnapuram Road in Thullukuttinayakannor Panchayat | ||||||||
| 2.00 | Clearingthe Scrub jungle including all labour charges for burrying and burning etc., complete. Km 0/0 - 0/50 | 423.02 | Sqm | 5.3 ₹2,242.01 | 5 ₹2,115.1 Lowest | 5.53 ₹2,339.3 | 8 ₹3,384.16 | 9 ₹3,807.18 |
| 3.00 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS 20 A Km 0/0 - 0/50 | 181.3 | Cum | 116.99 ₹21,210.29 | 90 ₹16,317 Lowest | 122.19 ₹22,153.05 | 240 ₹43,512 | 265 ₹48,044.5 |
| 4.00 | 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 | 11.79 | Cum | 526.18 ₹6,203.66 Lowest | 550 ₹6,484.5 | 549.55 ₹6,479.19 | 1,220 ₹14,383.8 | 1,250 ₹14,737.5 |
| 5.00 | Picking the existing worn out BT surface including cost and conveyance and all other labour charges etc complete Km 0/0 - 0/50 | 82 | Sqm | 19.46 ₹1,595.72 Lowest | 23.36 ₹1,915.52 | 20.32 ₹1,666.24 | 42 ₹3,444 | 45 ₹3,690 |
| 6.00 | 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 - 0/50 | 33.8 | Cum | 2,151.72 ₹72,728.14 | 2,080 ₹70,304 Lowest | 2,247.3 ₹75,958.74 | 2,450 ₹82,810 | 2,500 ₹84,500 |
| 7.00 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM/WBM surface preparatory to another bituminous construction over it.. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. Km 0/0 - 0/50 | 270.38 | Cum | 89.11 ₹24,093.56 | 80 ₹21,630.4 Lowest | 93.06 ₹25,161.56 | 90 ₹24,334.2 | 95 ₹25,686.1 |
| 8.00 | Providing and laying Tack coat over WMM/WBM 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 bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.. etc., Km 0/0 - 0/50 | 270.38 | Cum | 23.17 ₹6,264.7 | 20 ₹5,407.6 Lowest | 24.19 ₹6,540.49 | 23 ₹6,218.74 | 25 ₹6,759.5 |
| 9.00 | Providing Bituminousmacadam 50mm thick including all cost and conveyance of all the Materials all other Labour charges etc Comlete Km 0/0 - 0/50 | 13.52 | Cum | 9,998.01 ₹1,35,173.1 Lowest | 10,000 ₹1,35,200 | 10,442.1 ₹1,41,177.19 | 10,000 ₹1,35,200 | 10,000 ₹1,35,200 |
| 10.00 | Providing and laying Bituminious concrete to 25mm 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 - 0/50 | 6.76 | Cum | 13,423.74 ₹90,744.48 | 15,000 ₹1,01,400 | 14,019.99 ₹94,775.13 | 6,500 ₹43,940 Lowest | 6,500 ₹43,940 Lowest |
Tender Value
₹7.5 L
EMD Value
₹7,500
Closing Date
20 Aug 2026, 3:00 pmClosed
BDO BP
BDO BP sedapatti
Rural Road Maintenance from Mangalrevu Elumalai to T Krishnapuram Road in Thullukuttinayakannor Panchayat
2026_RDTN_691108_1
02(02)/SED/GFBP/2026-2027
Open Tender
Civil Works - Roads
Works
Sedapatti
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹7,500
10 Sept 2026
5 Aug 2026
20 Aug 2026
5 Aug 2026
20 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Rural Road maintenance from Mangalrevu Elumalai to T Krishnapuram Road in Thullukuttinayakannor Panchayat | - | - | - | - |
| 2 | Clearingthe Scrub jungle including all labour charges for burrying and burning etc., complete. Km 0/0 - 0/50 | 423.02 | Sqm | 5 | ₹2,115.1 |
| 3 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS 20 A Km 0/0 - 0/50 | 181.3 | Cum | 5 | ₹906.5 |
| 4 | 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 | 11.79 | Cum | 5 | ₹58.95 |
| 5 | Picking the existing worn out BT surface including cost and conveyance and all other labour charges etc complete Km 0/0 - 0/50 | 82 | Sqm | 5 | ₹410 |
| 6 | 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 - 0/50 | 33.8 | Cum | 5 | ₹169 |
| 7 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM/WBM surface preparatory to another bituminous construction over it.. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. Km 0/0 - 0/50 | 270.38 | Cum | 5 | ₹1,351.9 |
| 8 | Providing and laying Tack coat over WMM/WBM 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 bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.. etc., Km 0/0 - 0/50 | 270.38 | Cum | 5 | ₹1,351.9 |
| 9 | Providing Bituminousmacadam 50mm thick including all cost and conveyance of all the Materials all other Labour charges etc Comlete Km 0/0 - 0/50 | 13.52 | Cum | 5 | ₹67.6 |
| 10 | Providing and laying Bituminious concrete to 25mm 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 - 0/50 | 6.76 | Cum | 5 | ₹33.8 |
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