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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.7 LAccepted-AOC | ₹23.7 L | L1 | Accepted-AOC Lowest Rate |
| 2 | L2₹25.0 LRejected-Finance | ₹25.0 L | L2 | Rejected-Finance Highest Rate |
| Sl No | Description | Qty | Unit | T K CONSTRUCTION L2 | ALAMU CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00Strengthening of Panchayat office opposite side Pudhukulam BG Road in Thalikkottai Panchayat.Km 0/0-0/617 | |||||
| 2.00 | Clearing and scrub/ light jungle by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300mm girth | 370.2 | Sq.m | 10 ₹3,702 | 6 ₹2,221.20 |
| 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 | 138.83 | Cu.m | 160 ₹22,212.80 | 140 ₹19,436.20 |
| 4.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 452.67 | Sq.m | 50 ₹22,633.50 | 23.36 ₹10,574.37 |
| 5.00 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401. | 75.15 | Cu.m | 3,150 ₹2.4 L | 3,118 ₹2.3 L |
| 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. | 244.9 | Cu.m | 3,250 ₹8.0 L | 3,225.63 ₹7.9 L |
| 7.00 | 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. | 1,859 | Sq.m | 100 ₹1.9 L | 86.78 ₹1.6 L |
| 8.00 | 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. Comp. | 1,859 | Sq.m | 50 ₹92,950 | 20.34 ₹37,812.06 |
| 9.00 | 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 | 46.48 | Cu.m | 12,550 ₹5.8 L | 12,517.94 ₹5.8 L |
| 10.00 | Providing and Laying Gravel to 100mm compacted thick including cost & 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 | 61.7 | Cu.m | 1,030 ₹63,551 | 1,008 ₹62,193.60 |
Tender Value
₹24 L
EMD Value
₹24,000
Closing Date
14 May 2026, 3:00 pmClosed
Block development officer BP
Block development office madukkurThanjavur
Strengthening of Panchayat office Opposite Side Pudhukulam BG Road in Thalikkottai Panchayat. Km 0/0-0/617
2026_RDTN_676352_1
RC.No.1508/2025/A2Date 07.05.2026
Open Tender
Civil Works - Roads
90 days
Block development office madukkurThanjavur
As per Tender bid document.
8 documents required · 8 mandatory
₹0
₹24,000
Yes
21 May 2026
8 May 2026
14 May 2026
8 May 2026
14 May 2026
9 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Strengthening of Panchayat office opposite side Pudhukulam BG Road in Thalikkottai Panchayat.Km 0/0-0/617 | - | - | - | - |
| 2 | Clearing and scrub/ light jungle by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300mm girth | 1 | Sq.m | - | - |
| 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 | - | Cu.m | - | - |
| 4 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | - | Sq.m | - | - |
| 5 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401. | - | Cu.m | - | - |
| 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. | - | Cu.m | - | - |
| 7 | 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. | - | Sq.m | - | - |
| 8 | 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. Comp. | - | Sq.m | - | - |
| 9 | 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 | 1 | Cu.m | - | - |
| 10 | Providing and Laying Gravel to 100mm compacted thick including cost & 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 | - | Cu.m | - | - |
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