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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹18.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹18.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹18.9 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹19.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹19.1 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹19.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹19.9 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹20.8 LAdmitted-Fee/PreQual/Technical/Finance NO 4ARUN AVENUE SIVANATHA NAGAR K PUDHUR MADURAI 625 007 | MADURAI | TAMIL NADU | 625007 | ₹20.8 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AADHIRA ENGINEERING COMPANY L1 | Karuppasamy L5 | THIRUSENTHUR MURUGHA AND CO L2 | RT CONSTRUCTION L4 | SRI SIVASELVI AND CO L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Upgradation of the road for Main and Cross streets at Jayam Avenue H/O Manikapuram | 1 | nos | - | - | - | 1 ₹1 Lowest | - |
| 2.00 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., complete. | 252 | sqm | 5.2 ₹1,310.4 Lowest | 6 ₹1,512 | 6 ₹1,512 | 6 ₹1,512 | 6.01 ₹1,514.52 |
| 3.00 | Picking the Existing BT surface including all labour charges etc complete as per standard specification | 98.25 | sqm | 19.15 ₹1,881.49 Lowest | 20 ₹1,965 | 21.85 ₹2,146.76 | 23 ₹2,259.75 | 23.03 ₹2,262.7 |
| 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 | 63 | cum | 348 ₹21,924 | 395 ₹24,885 | 401.85 ₹25,316.55 | 140 ₹8,820 Lowest | 420.05 ₹26,463.15 |
| 5.00 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) | 188.27 | cum | 2,034 ₹3,82,941.18 Lowest | 2,250 ₹4,23,607.5 | 2,083.2 ₹3,92,204.06 | 2,500 ₹4,70,675 | 2,100.07 ₹3,95,380.18 |
| 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. | 225.9 | cum | 2,092 ₹4,72,582.8 Lowest | 2,350 ₹5,30,865 | 2,116.5 ₹4,78,117.35 | 2,500 ₹5,64,750 | 2,400.05 ₹5,42,171.3 |
| 7.00 | 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. | 1,506 | sqm | 87.9 ₹1,32,377.4 Lowest | 95 ₹1,43,070 | 88.81 ₹1,33,747.86 | 88 ₹1,32,528 | 100.09 ₹1,50,735.54 |
| 8.00 | Applying TACK COAT over WMM surface at 2.5Kg / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 1,506 | sqm | 22.8 ₹34,336.8 | 26 ₹39,156 | 22.41 ₹33,749.46 Lowest | 24 ₹36,144 | 27.01 ₹40,677.06 |
| 9.00 | BITUMINOUS CONCRETE 25MM 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 | 37.64 | cum | 13,457 ₹5,06,521.48 | 15,800 ₹5,94,712 | 14,225 ₹5,35,429 | 12,300 ₹4,62,972 | 12,000.09 ₹4,51,683.39 Lowest |
| 10.00 | Nameboard charges | 1 | Nos | 5,000 - | 5,000 ₹5,000 | 2,88,400 ₹2,88,400 | 4,500 ₹4,500 Lowest | 5,000 ₹5,000 |
Tender Value
₹22.6 L
EMD Value
₹22,620
Closing Date
31 Jul 2026, 3:00 pmClosed
Block Develpoment officer(BP)
Panchayat Union office,Palladam
Upgradation of the road for Main and Cross streets at Jayam Avenue H/O Manikapuram in Palladam Block of Tiruppur District under UGF 2026-27
2026_RDTN_685962_1
1021/2026/A2
Open Tender
Civil Works
Item Rate
120 days
Panchayat Union office, Palladam
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹22,620
Panchayat Union office,Palladam
31 Jul 2026
16 Jul 2026
31 Jul 2026
16 Jul 2026
31 Jul 2026
16 Jul 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Upgradation of the road for Main and Cross streets at Jayam Avenue H/O Manikapuram | - | nos | - | - |
| 2 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., complete. | - | sqm | - | - |
| 3 | Picking the Existing BT surface including all labour charges etc complete as per standard specification | - | sqm | - | - |
| 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 | - | cum | - | - |
| 5 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) | - | cum | - | - |
| 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. | - | cum | - | - |
| 7 | 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. | - | sqm | - | - |
| 8 | Applying TACK COAT over WMM surface at 2.5Kg / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | - | sqm | - | - |
| 9 | BITUMINOUS CONCRETE 25MM 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 | - | cum | - | - |
| 10 | Nameboard charges | - | Nos | - | - |
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