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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC H 99 6TH CROSS STREET R M COLONY DINDIGUL | ₹1.3 Cr | L1 | Accepted-AOC LOA |
| 2 | L2₹1.3 Cr+₹4.9 L (3.91%)Rejected-Finance MADURAI MADURAI TAMIL NADU | MADURAI | TAMIL NADU | 625001 | ₹1.3 Cr+₹4.9 L (3.91%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹1.3 Cr+₹1.4 L (1.12%)Rejected-Finance | ₹1.3 Cr+₹1.4 L (1.12%) | L3 | Rejected-Finance Rejected |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
8 May 2023, 3:00 pmClosed
The Project Director , DRDA,Dindigul
The Project Director , DRDA,Dindigul
Upgradation/ Strengthening of 4 nos Rural Roads in Nilakottai Block of Dindigul District under Mudhalvarin Grama Salaigal Membattu Thittam (MGSMT) 2022-23 TN05-37
2023_RDTN_306272_1
DIPR/2018/Tender/2023 DINDIGUL DISTRICT
Open Tender
Civil Works
Item Wise
180 days
DINDIUGL DISTRICT
Upgradation/ Strengthening of 4 nos Rural Roads in Nilakottai Block of Dindigul District under Mudhalvarin Grama Salaigal Membattu Thittam (MGSMT) 2022-23 TN05-37
6 documents required · 6 mandatory
₹0
₹1.3 L
DRDA,DINDIGUL
13 Jul 2023
25 Apr 2023
8 May 2023
25 Apr 2023
8 May 2023
25 Apr 2023
28 Apr 2023
Amount
Strengthening to the Road From A.V.Road Bodiyagoundanpatty village road in Sivaganapuram Panchayat km 0/0-0/700 (RCODE 32)
Clearing the light jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by departmental officers including all incidental charges etc. complete. MORD Specification 111, 112, 201 km 0/0- 0/700
Earth work excavation and depositing on back with an initial of 10m and lift 2m in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth etc., as per SS 20 B including laying and spreading in layers of 250 mm loose thick each, sectioning , watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content as determined in occurrence with complete as per MoRD 111, 112, 202, 900, 301, 304 km 0/0- 0/700
Picking the existing BT surface up to 50mm depth including removing the stuff away from the site etc.complete km 0/0- 0/700
Providing and laying Gravel including cost and conveyance of gravel from approved sources to work site including labour for spreading , watering and compacting by power roller to achieve the required protect density at 100% compaction at optimum moisture content and hire & fuel charges for power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete.km 0/0- 0/700
Providing and laying 75mm compacted thick WBM Grade III using 1 cum of 63mm to 11.20mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for TOP LAYER km 0/0- 0/700
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM /WBM surface preparatory to another bituminous construction over it.km 0/0- 0/700
Providing and laying Tack coat over WMM / WBM 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., km 0/0- 0/700
Providing and laying Bituminous Concrete to 25mm 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 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic 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 km 0/0- 0/700
HM stone (precast) - (size 0.90m x 0.15m x 0.15m) specification Clauses 1703
Providing and fixing of typicalMGSMT informatory sign board/ CIB with Logo and Maintenance board as per detailed specifications and drawing will be communicated by the Direcorate of Rural Development and Panchayat Raj
Major road ahead - 600 mm Equilateral triangle
For the First Year from the date of completion of work
For the Second Year from the date of completion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
Improvements to the Road From Karattur periyur road in Mattaparai Panchayat km 0/0- 0/9 ( R CODE 179 )
Clearing the light jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by departmental officers including all incidental charges etc. complete. MORD Specification 111, 112, 201 Km 0/0- 0/9
Earth work excavation and depositing on back with an initial of 10m and lift 2m in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth etc., as per SS 20 B including laying and spreading in layers of 250 mm loose thick each, sectioning , watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content as determined in occurrence with complete as per MoRD 111, 112, 202, 900, 301, 304 Km 0/0- 0/9
Picking the existing BT surface up to 50mm depth including removing the stuff away from the site etc.complete Km 0/0- 0/9
Providing and laying Gravel including cost and conveyance of gravel from approved sources to work site including labour for spreading , watering and compacting by power roller to achieve the required protect density at 100% compaction at optimum moisture content and hire & fuel charges for power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete.Km 0/0- 0/9
Providing and laying 75mm compacted thick WBM Grade III using 1 cum of 63mm to 11.20mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm KM 0/0 TO 1/0compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for TOP LAYER Km 0/0- 0/9
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM /WBM surface preparatory to another bituminous construction over it.Km 0/0- 0/9
Providing and laying Tack coat over WMM / WBM 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., Km 0/0- 0/9
Providing and laying Bituminous Concrete to 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 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic 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 Km 0/0- 0/9
HM stone (precast) - (size 0.90m x 0.15m x 0.15m) specification Clauses 1703
Providing and fixing of typicalMGSMT informatory sign board/ CIB with Logo and Maintenance board as per detailed specifications and drawing will be communicated by the Direcorate of Rural Development and Panchayat Raj
Major road ahead - 600 mm Equilateral triangle
For the First Year from the date of completion of work
For the Second Year from the date of completion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
Strengthening to the Road From Pappinaickenpatty village road in Veelinaickenpatti Panchayat km 0/0-1/0 (RCODE 38)
Clearing the light jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by departmental officers including all incidental charges etc. complete. MORD Specification 111, 112, 201 km 0/0-1/0
Earth work excavation and depositing on back with an initial of 10m and lift 2m in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth etc., as per SS 20 B including laying and spreading in layers of 250 mm loose thick each, sectioning , watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content as determined in occurrence with complete as per MoRD 111, 112, 202, 900, 301, 304 km 0/0-1/0
Picking the existing BT surface up to 50mm depth including removing the stuff away from the site etc.complete km 0/0-1/0
Providing and laying Gravel including cost and conveyance of gravel from approved sources to work site including labour for spreading , watering and compacting by power roller to achieve the required protect density at 100% compaction at optimum moisture content and hire & fuel charges for power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete.KM 0/0 TO 1/0
Providing and laying 75mm compacted thick WBM Grade III using 1 cum of 63mm to 11.20mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm KM 0/0 TO 1/0compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for TOP LAYER km 0/0-1/0
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM /WBM surface preparatory to another bituminous construction over it.km 0/0-1/0
Providing and laying Tack coat over WMM / WBM 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., km 0/0-1/0
Providing and laying Bituminous Concrete to 25mm 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 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic 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 KM 0/0 TO 1/0
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design (size 1.65m x 0.45m x 0.15m) as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
HM stone (precast) - (size 0.90m x 0.15m x 0.15m) specification Clauses 1703
Providing and fixing of typicalMGSMT informatory sign board/ CIB with Logo and Maintenance board as per detailed specifications and drawing will be communicated by the Direcorate of Rural Development and Panchayat Raj
Major road ahead - 600 mm Equilateral triangle
For the First Year from the date of completion of work
For the Second Year from the date of completion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
Improvements to the Road From Murugathuranpatti to Panchalagurichi road in Malayagoundanpatti Panchayat km 0/0-1/7 ( R CODE 53 )
Clearing the light jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by departmental officers including all incidental charges etc. complete. MORD Specification 111, 112, 201 km 0/0-1/7
Earth work excavation and depositing on back with an initial of 10m and lift 2m in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth etc., as per SS 20 B including laying and spreading in layers of 250 mm loose thick each, sectioning , watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content as determined in occurrence with complete as per MoRD 111, 112, 202, 900, 301, 304 km 0/0-1/7
Picking the existing BT surface up to 50mm depth including removing the stuff away from the site etc.complete km 0/0-1/7
Providing and laying Gravel including cost and conveyance of gravel from approved sources to work site including labour for spreading , watering and compacting by power roller to achieve the required protect density at 100% compaction at optimum moisture content and hire & fuel charges for power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete.KM 0/0 TO 1/7
Providing and laying 75mm compacted thick WBM Grade III using 1 cum of 63mm to 11.20mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm KM 0/0 TO 1/0compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for TOP LAYER km 0/0-1/0
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM /WBM surface preparatory to another bituminous construction over it.km 0/0-1/7
Providing and laying Tack coat over WMM / WBM 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., km 0/0-1/7
Providing and laying Bituminous Concrete to 25mm 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 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic 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 KM 0/0 TO 1/7
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design (size 1.65m x 0.45m x 0.15m) as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
HM stone (precast) - (size 0.90m x 0.15m x 0.15m) specification Clauses 1703
Providing and fixing of typicalMGSMT informatory sign board/ CIB with Logo and Maintenance board as per detailed specifications and drawing will be communicated by the Direcorate of Rural Development and Panchayat Raj
Major road ahead - 600 mm Equilateral triangle
For the First Year from the date of completion of work
For the Second Year from the date of completion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
S VELLAICHAMY CONTRACTOR
SRI KUMARAN CONSTRUCTION
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