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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1Admitted-Finance KUMBAKONAM | ₹1 | L1 | Admitted-Finance |
| 2 | L2₹84.6 L+₹84.6 L (846333100.0%)Admitted-Finance | ₹84.6 L+₹84.6 L (846333100.0%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | V GNANAPRAKASAM L1 | V SIVAKUMAR L2 |
|---|---|---|---|---|---|
| 1.00 | Ordinary soil SS20A Earth work excavating and depositing on bank with initial lead of 10m and initial lift of 2 m in sand, silt or other loose soil, wet sand or silt not under, light black cotton soil sandy loam and ordinary soil including excavated earth SS.20.A MORTH NO.301. | 847 | M2 | 89,951.4 ₹89,951.4 Lowest | 93,170 ₹93,170 |
| 2.00 | Providing, Laying, Spreading and Compacting grading aggregates to WET MIX MECADAM Specification in 250mm thick in two layers each layer in 125mm thick including premixing the materials with water at OMC in mechanical mix plant. Cariage of mixed materials by tipper to work site laying in uniform layers with pavers in sub base/base course on well prepared surface and compacting with vibratory roller to acheive the desired density etc complete 111,112,406 &900 MORTH Specification | 847 | M3 | 23,49,832.1 ₹23,49,832.1 Lowest | 24,13,950 ₹24,13,950 |
| 3.00 | Providing and applying of Prime coat using emulsion bitumen at the rate of 7kg per 10m2 over the WET MIX MECADAM Surface preparatory to another bituminous construction over it etc. complete. MORTH 502 | 5,646 | M2 | 4,22,885.4 ₹4,22,885.4 Lowest | 4,34,742 ₹4,34,742 |
| 4.00 | Providing and applying of Tack coat over WMM Surface treated with prime coat using 2.50kg bitiminous emulsion per 10m2 As per 111,112,501,503,&900 MORTH Specification | 5,646 | M2 | 98,240.4 ₹98,240.4 Lowest | 1,12,920 ₹1,12,920 |
| 5.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm &below and with 53.20 Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite,heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory/Pneumatic Roller to the required density etc.,including labou for attending to paver at site etc.,including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc.,complete a sper specification using CMP as per clause 505 MORTH Rev-5 | 283 | M3 | 30,77,625 ₹30,77,625 Lowest | 31,13,000 ₹31,13,000 |
| 6.00 | Providing and laying Bituminus Concrte to 30 mm thick using 0.13 cum of 19.00-9.50mm 0.17 cum 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all marerials 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 tothe specified grades and cross sections and consolidated by 8-10 tonne Vibratory /Pneumatic Roller 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,tippertrucks,paver Finisher /9m paver finisher,Vibratory / Pneumatic 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. | 170 | M3 | 19,47,163 ₹19,47,163 Lowest | 19,55,000 ₹19,55,000 |
| 7.00 | Collection and Spreading the U.S gravel including cost and conveyance of all materials from approved quarries as noted in the lead chart to the road site including loading, unloading and stacking them to departmental gauge for premeasurement including labour charges for spreading leveling to camber and consolidated by power roller etc complete as per MORTH Specification 401 and 1015. | 91 | M3 | 52,234 ₹52,234 Lowest | 54,600 ₹54,600 |
| 8.00 | Road Marking With Hot Applied Thermoplastic Compound With Reflecting Glass Beads on Bituminous Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.50mm Thick including reflectorising Glass beads @ 250gms per SQM Area Thicness of 2.50mm in exclusive of surface applied glass beads as per IRC:35 The Finished surface to be level Uniform and Free from Streaks and holes etc Complete as per MORTH Specification of MORTH Clause No. 803 | 301 | M2 | 2,67,890 ₹2,67,890 Lowest | 2,85,950 ₹2,85,950 |
Tender Value
₹1 Cr
EMD Value
₹1 L
Closing Date
20 Jan 2023, 3:00 pmClosed
Executive Officer
Thiruvidaimarudur Town Panchayat
Strengthening of BT Road at Manaveli North Street,Manaveli Middle Street, Manaveli South 1st Cross,Manaveli South 2nd Cross, Visumadavilagam, Visumadavilagam 1st Cross,Visu madavilagam 2nd Cross,Muslim Street,Maruthuvar Street,Basheer NagarRiyazNagar
2023_DTP_277989_1
161/2022
Open Tender
Civil Works - Roads
Works
180 days
Thiruvidaimarudur Town Panchayat
Strengthening of BT Road at Manaveli North Street,Manaveli Middle Street, Manaveli South 1st Cross,Manaveli South 2nd Cross, Visumadavilagam, Visumadavilagam 1st Cross,Visu madavilagam 2nd Cross,Muslim Street,Maruthuvar Street,Basheer NagarRiyazNagar
4 documents required · 4 mandatory
₹17,700
Executive Officer
₹1 L
Thiruvidaimarudur Town Panchayat
31 Jan 2023
2 Jan 2023
20 Jan 2023
2 Jan 2023
20 Jan 2023
3 Jan 2023
3 Jan 2023 - 20 Jan 2023
11 Jan 2023
Ordinary soil SS20A Earth work excavating and depositing on bank with initial lead of 10m and initial lift of 2 m in sand, silt or other loose soil, wet sand or silt not under, light black cotton soil sandy loam and ordinary soil including excavated earth SS.20.A MORTH NO.301.
Providing, Laying, Spreading and Compacting grading aggregates to WET MIX MECADAM Specification in 250mm thick in two layers each layer in 125mm thick including premixing the materials with water at OMC in mechanical mix plant. Cariage of mixed materials by tipper to work site laying in uniform layers with pavers in sub base/base course on well prepared surface and compacting with vibratory roller to acheive the desired density etc complete 111,112,406 &900 MORTH Specification
Providing and applying of Prime coat using emulsion bitumen at the rate of 7kg per 10m2 over the WET MIX MECADAM Surface preparatory to another bituminous construction over it etc. complete. MORTH 502
Providing and applying of Tack coat over WMM Surface treated with prime coat using 2.50kg bitiminous emulsion per 10m2 As per 111,112,501,503,&900 MORTH Specification
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm &below and with 53.20 Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite,heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory/Pneumatic Roller to the required density etc.,including labou for attending to paver at site etc.,including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc.,complete a sper specification using CMP as per clause 505 MORTH Rev-5
Providing and laying Bituminus Concrte to 30 mm thick using 0.13 cum of 19.00-9.50mm 0.17 cum 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all marerials 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 tothe specified grades and cross sections and consolidated by 8-10 tonne Vibratory /Pneumatic Roller 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,tippertrucks,paver Finisher /9m paver finisher,Vibratory / Pneumatic 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.
Collection and Spreading the U.S gravel including cost and conveyance of all materials from approved quarries as noted in the lead chart to the road site including loading, unloading and stacking them to departmental gauge for premeasurement including labour charges for spreading leveling to camber and consolidated by power roller etc complete as per MORTH Specification 401 and 1015.
Road Marking With Hot Applied Thermoplastic Compound With Reflecting Glass Beads on Bituminous Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.50mm Thick including reflectorising Glass beads @ 250gms per SQM Area Thicness of 2.50mm in exclusive of surface applied glass beads as per IRC:35 The Finished surface to be level Uniform and Free from Streaks and holes etc Complete as per MORTH Specification of MORTH Clause No. 803
V SIVAKUMAR
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