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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.1 LAccepted-AOC | ₹19.1 L | L1 | Accepted-AOC ok |
| 2 | L2₹20.6 L+₹1.6 L (8.21%)Rejected-AOC | ₹20.6 L+₹1.6 L (8.21%) | L2 | Rejected-AOC Reject |
| Sl No | Description | Qty | Unit | M.Rajagopal L2 | GR ENGINEERING AND CO L1 |
|---|---|---|---|---|---|
| 1.001.Strengthening of BT road at Ellathamman kovil street in Theerthakarayampattu Panchayat | |||||
| 2.00 | Clearing the Scrub jungles with uprooting as per standard specifications | 175.5 | cum | 6.5 ₹1,141 | 6.36 ₹1,116 Lowest |
| 3.00 | Earth work excavation in all soils and subsoils to full depth as may be directed except hard rock requiring blasting but inclusive of shoring ,strutting,sectioning etc as per ss20A. | 87.75 | cum | 145 ₹12,724 | 140.45 ₹12,324 Lowest |
| 4.00 | Picking the Worn-out BT Surface including incidential charges and cleaning of all labour charges and machinery charges etc,..complete. | 406.25 | cum | 25 ₹10,156 | 23.36 ₹9,490 Lowest |
| 5.00 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5 | 182.81 | cum | 2,869 ₹5,24,482 | 2,840.12 ₹5,19,202 Lowest |
| 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. | 1,218.75 | cum | 90 ₹1,09,688 | 85.22 ₹1,03,862 Lowest |
| 7.00 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., | 1,218.75 | sqm | 22 ₹26,813 | 20.02 ₹24,399 Lowest |
| 8.00 | Bituminous Macadam (Grade-II) 50mm Thick Using VG30 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 34.04 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 | 60.94 | cum | 10,300 ₹6,27,682 | 9,236.28 ₹5,62,859 Lowest |
| 9.00 | BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as
per specification using CMP as per clause 507 of MORTH Rev-5 | 30.47 | cum | 13,500 ₹4,11,345 | 11,756.61 ₹3,58,224 Lowest |
| 10.00 | Providing Gravel soling from approved quarry and stacking them at site to dept. gauge for pre-measurement including cost, conveyance and labourcharges etc. complete. For Berms | 36.56 | cum | 685 ₹25,044 | 681.64 ₹24,921 Lowest |
Tender Value
₹19.6 L
EMD Value
₹20,000
Closing Date
25 Feb 2026, 3:00 pmClosed
Block Development office VP
Puzhal union
Strengthening of BT road at Ellathamman kovil street in Theerthakarayampattu Panchayat
2026_RDTN_662349_1
peri urban 5
Open Tender
Civil Works
Works
Puzhal
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹20,000
Yes
Block Development office VP
10 Sept 2026
21 Feb 2026
25 Feb 2026
21 Feb 2026
25 Feb 2026
21 Feb 2026
21 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1.Strengthening of BT road at Ellathamman kovil street in Theerthakarayampattu Panchayat | - | - | - | - |
| 2 | Clearing the Scrub jungles with uprooting as per standard specifications | 175.5 | cum | 6.36 | ₹1,116.18 |
| 3 | Earth work excavation in all soils and subsoils to full depth as may be directed except hard rock requiring blasting but inclusive of shoring ,strutting,sectioning etc as per ss20A. | 87.75 | cum | 140.45 | ₹12,324.49 |
| 4 | Picking the Worn-out BT Surface including incidential charges and cleaning of all labour charges and machinery charges etc,..complete. | 406.25 | cum | 23.36 | ₹9,490 |
| 5 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5 | 182.81 | cum | 2,874.46 | ₹5,25,480.03 |
| 6 | 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. | 1,218.75 | cum | 85.95 | ₹1,04,751.56 |
| 7 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., | 1,218.75 | sqm | 20.04 | ₹24,423.75 |
| 8 | Bituminous Macadam (Grade-II) 50mm Thick Using VG30 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 34.04 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 | 60.94 | cum | 9,369.98 | ₹5,71,006.58 |
| 9 | BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as
per specification using CMP as per clause 507 of MORTH Rev-5 | 30.47 | cum | 11,895.37 | ₹3,62,451.92 |
| 10 | Providing Gravel soling from approved quarry and stacking them at site to dept. gauge for pre-measurement including cost, conveyance and labourcharges etc. complete. For Berms | 36.56 | cum | 581.07 | ₹21,243.92 |
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