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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.4 LAccepted-AOC NO 4ARUN AVENUE SIVANATHA NAGAR K PUDHUR MADURAI 625 007 | MADURAI | TAMIL NADU | 625007 | ₹17.4 L | L1 | Accepted-AOC Bid Accepted as the Bidder Quoted Lowest Value (L1 Bidder), |
| 2 | L2₹17.4 LRejected-AOC | ₹17.4 L | L2 | Rejected-AOC Bid Rejected as the Bidder Quoted Higher Value (L2 Bidder) |
| 3 | L3₹17.7 LRejected-AOC 3 775 WINNERS CITY ROAD KARANAMPETTAI PALLADAM TIRUPPUR 641401 | COIMBATORE | TAMIL NADU | 641401 | ₹17.7 L | L3 | Rejected-AOC Bid Rejected as the Bidder Quoted Higher Value (L3 Bidder) |
| 4 | L4₹18.5 LRejected-AOC 18 CORPORATION ROAD DEVAKOTTAI | SIVAGANGA | TAMIL NADU | 630001 | ₹18.5 L | L4 | Rejected-AOC Bid Rejected as the Bidder Quoted Higher Value (L4 Bidder) |
| Sl No | Description | Qty | Unit | M/S CHITRA INFRAS L3 | MIRUTHI CONSTRUCTION L2 | Karuppasamy L1 | V MEENAL AND CO L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Providing BT road from Jayam avenue to Municipality boundary H/O Manikapuram | 1 | nos | - | - | - | - |
| 2.00 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., complete. | 336 | sqm | 6 ₹2,016 | 6 ₹2,016 | 6.25 ₹2,100 | 8 ₹2,688 |
| 3.00 | 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 | 61.25 | cum | 423 ₹25,908.75 | 430 ₹26,337.50 | 415.8 ₹25,467.75 | 475 ₹29,093.75 |
| 4.00 | 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) . | 167.35 | cum | 2,475 ₹4.1 L | 2,500 ₹4.2 L | 2,435 ₹4.1 L | 2,675 ₹4.5 L |
| 5.00 | 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. | 200.81 | cum | 2,535.5 ₹5.1 L | 2,550 ₹5.1 L | 2,492.5 ₹5.0 L | 2,635.5 ₹5.3 L |
| 6.00 | 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. | 1,338.75 | sqm | 87 ₹1.2 L | 87 ₹1.2 L | 85.9 ₹1.1 L | 91 ₹1.2 L |
| 7.00 | Applying TACK COAT over WMM surface at 2.5Kg / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 1,338.75 | sqm | 20 ₹26,775 | 20 ₹26,775 | 20.2 ₹27,042.75 | 22 ₹29,452.50 |
| 8.00 | 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 | 33.47 | cum | 11,894 ₹4.0 L | 11,000 ₹3.7 L | 11,692 ₹3.9 L | 11,994 ₹4.0 L |
| 9.00 | Nameboard | 1 | nos | 4,500 ₹4,500 | 4,000 ₹4,000 | 4,500 ₹4,500 | 4,500 ₹4,500 |
| 10.00 | Photocharges | 1 | nos | 700 ₹700 | 1,000 ₹1,000 | 800 ₹800 | 700 ₹700 |
Tender Value
₹17.9 L
EMD Value
₹17,850
Closing Date
26 Feb 2026, 3:00 pmClosed
Block Develpoment officer(VP)
Panchayat Union office,Palladam
Providing BT road from Jayam avenue to Municipality boundary H/O Manikapuram
2026_RDTN_661039_11
3162/2024/A2
Open Tender
Civil Works
Panchayat Union office, Palladam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹17,850
Panchayat Union office,Palladam
26 Feb 2026
24 Feb 2026
26 Feb 2026
24 Feb 2026
26 Feb 2026
24 Feb 2026
25 Feb 2026
Providing BT road from Jayam avenue to Municipality boundary H/O Manikapuram
Clearing the Scrub jungle including all labour charges for burrying and burning etc., complete.
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
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) .
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.
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.
Applying TACK COAT over WMM surface at 2.5Kg / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
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
Nameboard
Photocharges
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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