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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-AOC | ₹13.4 L | L1 | Accepted-AOC Accept |
| 2 | L2₹13.5 LRejected-AOC | ₹13.5 L | L2 | Rejected-AOC Reject |
| Sl No | Description | Qty | Unit | Ragul L2 | SAMBATH CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00Construction of 30000 Lit's Capacity OHT Tank (12.00m Staging Height ) @ Madam Panchayat | |||||
| 1.01 | Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete | 122.4 | sqm | 6.44 ₹788.26 | 5.84 ₹714.82 Lowest |
| 1.02 | Earthwork excavation in all classes of soils and subsoils including shoring and strutting with initial lead and lift etc complte, as per MOST specification asper SS20 A. | 61.2 | sqm | 131.79 ₹8,065.55 | 131.19 ₹8,028.83 Lowest |
| 1.03 | Construction of granular sub-base (GSB) by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause | 71.25 | sqm | 2,343.01 ₹1,66,939.46 | 2,342.41 ₹1,66,896.71 Lowest |
| 1.04 | 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. | 191.25 | sqm | 2,385.42 ₹4,56,211.58 | 2,384.82 ₹4,56,096.83 Lowest |
| 1.05 | Applying Prime coat over WMM surface using 7 kgs of bitumen emulsion (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5. | 1,275 | nos | 82.5 ₹1,05,187.5 | 81.9 ₹1,04,422.5 Lowest |
| 1.06 | Applying tack coat over WBM surface using 2.50 kgs of bitumen emulsion per 10 sqm including cost of bitumen emulsion which will be supplied departmentally at section stores cost of which will be recovered at the issue rate as per the special conditions appended herewith including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags, etc., complete as per standard specification No 503 of MOST | 1,275 | nos | 19.74 ₹25,168.5 | 19.14 ₹24,403.5 Lowest |
| 1.07 | BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 25mm 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 | 31.88 | sqm | 11,651.41 ₹3,71,446.95 | 11,650.81 ₹3,71,427.82 Lowest |
| 1.08 | Provision for Hectometer stone | 1 | sqm | 1,000 ₹1,000 | 750 ₹750 Lowest |
| 1.09 | Towards painting Lettering for name board Etc complete | 1 | nos | 4,500 ₹4,500 | 800 ₹800 Lowest |
Tender Value
₹13.5 L
EMD Value
₹13,500
Closing Date
5 Mar 2026, 5:00 pmClosed
BDO THIYAGADURGAM
BDO THIYAGADURGAM
Strenthening the Road from Mudiyanur Road
2026_RDTN_667313_1
TN/KKI/TGM/15thFinDt
Open Tender
Civil Works
Item Rate
180 days
BDO THIYAGADURGAM
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹13,500
Yes
6 Mar 2026
28 Feb 2026
5 Mar 2026
28 Feb 2026
5 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of 30000 Lit's Capacity OHT Tank (12.00m Staging Height ) @ Madam Panchayat | |||||
| 1.01 | Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete | 122.4 | sqm | 5.94 | ₹727.06 |
| 1.02 | Earthwork excavation in all classes of soils and subsoils including shoring and strutting with initial lead and lift etc complte, as per MOST specification asper SS20 A. | 61.2 | sqm | 131.29 | ₹8,034.95 |
| 1.03 | Construction of granular sub-base (GSB) by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause | 71.25 | sqm | 2,342.51 | ₹1,66,903.84 |
| 1.04 | 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. | 191.25 | sqm | 2,384.92 | ₹4,56,115.95 |
| 1.05 | Applying Prime coat over WMM surface using 7 kgs of bitumen emulsion (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5. | 1,275 | nos | 82 | ₹1,04,550 |
| 1.06 | Applying tack coat over WBM surface using 2.50 kgs of bitumen emulsion per 10 sqm including cost of bitumen emulsion which will be supplied departmentally at section stores cost of which will be recovered at the issue rate as per the special conditions appended herewith including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags, etc., complete as per standard specification No 503 of MOST | 1,275 | nos | 19.24 | ₹24,531 |
| 1.07 | BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 25mm 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 | 31.88 | sqm | 11,650.91 | ₹3,71,431.01 |
| 1.08 | Provision for Hectometer stone | 1 | sqm | 780 | ₹780 |
| 1.09 | Towards painting Lettering for name board Etc complete | 1 | nos | 1,000 | ₹1,000 |
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