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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹97.2 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹97.9 L+₹63,541.90 (0.65%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | vinayagaconstructions L1 | SRI PARIYUR AMMAN CONSTRUCTION AND HOLLOW BRICKS L2 |
|---|---|---|---|---|---|
| 1.00Name of work : Providing CC Pavement (Hard Bed) from Thamarakarai -Kongadai road to Aalanai KM 0/0-0/700 H/O Burgur (R -275) | |||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 1,050 | Sqm | 7.63 ₹8,011.5 Lowest | 8 ₹8,400 |
| 3.00 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A | 75.38 | Cum | 316.54 ₹23,860.79 Lowest | 320 ₹24,121.6 |
| 4.00 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete | 61.65 | Cum | 6,827.2 ₹4,20,896.88 Lowest | 6,900 ₹4,25,385 |
| 5.00 | Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. (BELOW GROUND LEVEL) | 1,233 | Sqm | 642 ₹7,91,586 Lowest | 650 ₹8,01,450 |
| 6.00 | Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete (Core wall) | 154.12 | Cum | 8,186.69 ₹12,61,732.66 Lowest | 8,200 ₹12,63,784 |
| 7.00 | Construction of Granular sub base by providing well graded materials 25 mm to 4.75 mm IRC HBG metal @65% 4.75 to 2.36 mm IRC HBG metal @ 20% & 2.36 mm below IRC HBG @15% &(the metal passing 425 microns sievesshall have liquid limit and and plasticity index not more then 25 & 6% respectively ) Spreading in uniform layer with motor grader on prepared surface mixing by mix in place method wiith rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directly by the engineer (Plnat mix Method) | 227.5 | Cum | 3,137 ₹7,13,667.5 Lowest | 3,150 ₹7,16,625 |
| 8.00 | 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. | 227.5 | Cum | 3,233 ₹7,35,507.5 Lowest | 3,250 ₹7,39,375 |
| 9.00 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 420 | Cum | 8,645 ₹36,30,900 Lowest | 8,700 ₹36,54,000 |
| 10.00Reinforced cement concrete M15grade Kilometers stone / local stone of standard design as per IRC:8 fixing in position including painting and printing etc., as per drawing and Technical specification Clause 1703 | |||||
Tender Value
₹98.8 L
EMD Value
₹99,000
Closing Date
20 Feb 2026, 3:00 pmClosed
Project Director
DRDA, Collectorate, Erode
Erode District Improvements of the Road 1 Nos in Package No TN 12-08 Anthiyur Block under MGSMT Additional 2025-26
2026_RDTN_658110_4
Roc.No.1192/2026/A5 dt.12.02.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Anthiyur Block
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹99,000
14 Mar 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of work : Providing CC Pavement (Hard Bed) from Thamarakarai -Kongadai road to Aalanai KM 0/0-0/700 H/O Burgur (R -275) | - | - | - | - |
| 2 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 1,050 | Sqm | - | - |
| 3 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A | 75.38 | Cum | - | - |
| 4 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete | 61.65 | Cum | - | - |
| 5 | Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. (BELOW GROUND LEVEL) | 1,233 | Sqm | - | - |
| 6 | Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete (Core wall) | 154.12 | Cum | - | - |
| 7 | Construction of Granular sub base by providing well graded materials 25 mm to 4.75 mm IRC HBG metal @65% 4.75 to 2.36 mm IRC HBG metal @ 20% & 2.36 mm below IRC HBG @15% &(the metal passing 425 microns sievesshall have liquid limit and and plasticity index not more then 25 & 6% respectively ) Spreading in uniform layer with motor grader on prepared surface mixing by mix in place method wiith rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directly by the engineer (Plnat mix Method) | 227.5 | Cum | - | - |
| 8 | 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. | 227.5 | Cum | - | - |
| 9 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 420 | Cum | - | - |
| 10 | Reinforced cement concrete M15grade Kilometers stone / local stone of standard design as per IRC:8 fixing in position including painting and printing etc., as per drawing and Technical specification Clause 1703 | - | - | - | - |
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