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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.1 LAccepted-AOC | ₹30.1 L | L1 | Accepted-AOC Accepted |
| 2 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | MEENASEKARI NARAYANASAMY L2 | D.Sivakumar L1 |
|---|---|---|---|---|---|
| 1.01 | 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 KM-0/0-0/580 | 626.4 | M2 | 8 ₹5,011.20 | 6 ₹3,758.40 |
| 1.02 | Picking the existing black top/WBM surface to 50 mm depth including labour..etc.. | 725 | M2 | 25 ₹18,125 | 23 ₹16,675 |
| 1.03 | 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 | 313 | M3 | 145 ₹45,385 | 140 ₹43,820 |
| 1.04 | Providing US Gravel with a lead of KM including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc Side Berms | 69.6 | M3 | 910 ₹63,336 | 905 ₹62,988 |
| 1.05 | 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. | 326.25 | M3 | 2,898.14 ₹9.5 L | 2,898.14 ₹9.5 L |
| 1.06 | Providing and laying spreading of Prime coat using Emulsion at the rate of 7 KG per ten square meter over the WMM surface preparatory to another butuminous constreuction over it | 2,175 | M3 | 86.74 ₹1.9 L | 86.74 ₹1.9 L |
| 1.07 | Contruction of Granular sub Base by providing well graded material 25mm to 4.75 mm IRC metal @65% 4.75 to 2.36mm etc… | 217.5 | M3 | 2,719.78 ₹5.9 L | 2,719.78 ₹5.9 L |
| 1.08 | 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. | 2,175 | M2 | 20.32 ₹44,196 | 20.32 ₹44,196 |
| 1.09 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. | 54.38 | M2 | 11,950.87 ₹6.5 L | 11,950.87 ₹6.5 L |
| 1.10 | Provision for , Hm stone, | 2 | Nos | 574.65 ₹1,149.30 | 574.65 ₹1,149.30 |
Tender Value
₹30.4 L
EMD Value
₹30,370
Closing Date
5 Mar 2026, 5:00 pmClosed
BDO VP
Block Development office Nallur
Strengthening of BT Ayyanar kovil road at Kovilur Panchayat
2026_RDTN_667351_66
B1/0251/2026
Open Tender
Civil Works - Roads
90 days
Nallur
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹30,370
Yes
18 Mar 2026
5 Mar 2026
5 Mar 2026
5 Mar 2026
5 Mar 2026
5 Mar 2026
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 KM-0/0-0/580
Picking the existing black top/WBM surface to 50 mm depth including labour..etc..
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
Providing US Gravel with a lead of KM including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc Side Berms
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 spreading of Prime coat using Emulsion at the rate of 7 KG per ten square meter over the WMM surface preparatory to another butuminous constreuction over it
Contruction of Granular sub Base by providing well graded material 25mm to 4.75 mm IRC metal @65% 4.75 to 2.36mm etc…
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.
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
Provision for , Hm stone,
Provision for Name board
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
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