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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-AOC | ₹9.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹10.1 LRejected-Finance | ₹10.1 L | L2 | Rejected-Finance L2 |
| 3 | L3₹10.4 LRejected-Finance | ₹10.4 L | L3 | Rejected-Finance L3 |
| 4 | L4₹10.5 LRejected-Finance | ₹10.5 L | L4 | Rejected-Finance L4 |
| 5 | L5₹10.7 LRejected-Finance | ₹10.7 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | ANANDARAMAN L1 | VVS INFRASTRUCTURE / VINOTH.V L4 | G Ponnusamy L6 | VTS AND CO L2 | Pazhanivel.S L5 | Shankar Ramasamy L7 | Elayaraja L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.01 | Clearing and scurb / 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 rybbish including cutting of tress up to 300mm girth KM-0/0-0/300 | 432 | M2 | 5 ₹2,160 Lowest | 50 ₹21,600 | 6 ₹2,592 | 6 ₹2,592 | 5.53 ₹2,388.96 | 50 ₹21,600 | 6 ₹2,592 |
| 1.02 | Picking the existing black top/ WBM surface to 50 MM depth including labour, hire charges d plants and all other incidental charges etc. complete as per MOST specification. KM-0/0-0/300 | 375 | M3 | 20 ₹7,500 Lowest | 50 ₹18,750 | 22 ₹8,250 | 22 ₹8,250 | 20 ₹7,500 Lowest | 200 ₹75,000 | 20 ₹7,500 Lowest |
| 1.03 | Earth work excavation and 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 outKM-0/0-0/300 | 162 | M3 | 140 ₹22,680 | 250 ₹40,500 | 138 ₹22,356 | 140 ₹22,680 | 37.41 ₹6,060.42 Lowest | 300 ₹48,600 | 115 ₹18,630 |
| 1.04 | Provind US Gravel with a lead of KM including cost and conveyance and stacking at side to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc.KM-0/0-0/300 | 36 | M3 | 350 ₹12,600 Lowest | 1,500 ₹54,000 | 715 ₹25,740 | 450 ₹16,200 | 750 ₹27,000 | 2,500 ₹90,000 | 700 ₹25,200 |
| 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. KM-0/0-0/300 | 140.63 | M3 | 3,625 ₹5,09,783.75 | 3,000 ₹4,21,890 | 3,440 ₹4,83,767.2 | 3,500 ₹4,92,205 | 3,480 ₹4,89,392.4 | 2,800 ₹3,93,764 Lowest | 3,300 ₹4,64,079 |
| 1.06 | 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 KM-0/0-0/300 | 1,125 | M2 | 82 ₹92,250 | 75 ₹84,375 | 106 ₹1,19,250 | 83 ₹93,375 | 91 ₹1,02,375 | 50 ₹56,250 Lowest | 100 ₹1,12,500 |
| 1.07 | Applying TACK COAT 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 KM-0/0-0/300 | 1,125 | M2 | 23 ₹25,875 | 100 ₹1,12,500 | 27 ₹30,375 | 20 ₹22,500 Lowest | 23 ₹25,875 | 60 ₹67,500 | 26 ₹29,250 |
| 1.08 | BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.08cum of 13.20-11.20mm. 0.11cum of 6.70-2.36 and 0.16 cum 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 KM-0/0-0/300 | 28.13 | M2 | 10,750 ₹3,02,397.5 | 10,500 ₹2,95,365 Lowest | 16,713 ₹4,70,136.69 | 12,525 ₹3,52,328.25 | 14,600 ₹4,10,698 | 16,600 ₹4,66,958 | 13,550 ₹3,81,161.5 |
Tender Value
₹14.7 L
EMD Value
₹14,670
Closing Date
6 Aug 2026, 3:00 pmClosed
Block Development Officer(BP)
Panchyat Union Office , Vridhachalam
Strengthening of the Road from Peralaiyur West Road Km 0/0 - 0/30 Peralaiyur panchayat
2026_RDTN_687575_1
A6/0025/2026 General Fund 2025-2026 Vridhachalam Block
Open Tender
Civil Works - Roads
Item Rate
Panchyat Union Office, Vridhachalam
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹14,670
Yes
Panchyat Union Office , Vridhachalam
21 Aug 2026
22 Jul 2026
6 Aug 2026
22 Jul 2026
6 Aug 2026
22 Jul 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Clearing and scurb / 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 rybbish including cutting of tress up to 300mm girth KM-0/0-0/300 | 432 | M2 | 246.52 | ₹1,06,496.64 |
| 1.02 | Picking the existing black top/ WBM surface to 50 MM depth including labour, hire charges d plants and all other incidental charges etc. complete as per MOST specification. KM-0/0-0/300 | 375 | M3 | 1,897.8 | ₹7,11,675 |
| 1.03 | Earth work excavation and 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 outKM-0/0-0/300 | 162 | M3 | 1,897.8 | ₹3,07,443.6 |
| 1.04 | Provind US Gravel with a lead of KM including cost and conveyance and stacking at side to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc.KM-0/0-0/300 | 36 | M3 | 5,602.3 | ₹2,01,682.8 |
| 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. KM-0/0-0/300 | 140.63 | M3 | 6,161.49 | ₹8,66,490.34 |
| 1.06 | 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 KM-0/0-0/300 | 1,125 | M2 | 6,074.7 | ₹68,34,037.5 |
| 1.07 | Applying TACK COAT 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 KM-0/0-0/300 | 1,125 | M2 | 6,161.49 | ₹69,31,676.25 |
| 1.08 | BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.08cum of 13.20-11.20mm. 0.11cum of 6.70-2.36 and 0.16 cum 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 KM-0/0-0/300 | 28.13 | M2 | 6,074.7 | ₹1,70,881.31 |
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