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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹41,455 (0.37%)Admitted-Finance 71C5A 10A PARK ROAD KEELARAMANPUTHOOR NAGERCOIL 629004 | KANNIYAKUMARI | TAMIL NADU | 629004 | ₹1.1 Cr+₹41,455 (0.37%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | I.Kezhson L1 | S. THIYAGARAJAN L2 |
|---|---|---|---|---|---|
| 1.00Providing BT Surface | |||||
| 1.01 | Earth cutting and sectioning and levellingincluding initial lead of 10m and initial llift of 2m in sand silt or other loose soil wet sand or silt not under water light black cotton soil sndy loam and ordinary soil including excavated earth etc. complete (TNBP No.20B) | 2,165 | M3 | 94 ₹2,03,510 Lowest | 95 ₹2,05,675 |
| 1.02 | Conveyance of excavated surplus earth to low lying areas through tipper lorries upto 2km lead including,labour charges for loading,transporting and unloading in low lying areas shown by the departmental officers. | 1,820 | M3 | 88 ₹1,60,160 Lowest | 91 ₹1,65,620 |
| 1.03 | Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 1,410 | M3 | 2,008 ₹28,31,280 Lowest | 2,009 ₹28,32,690 |
| 1.04 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications | 8,105 | m2 | 73 ₹5,91,665 Lowest | 75 ₹6,07,875 |
| 1.05 | Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications | 8,105 | m2 | 16 ₹1,29,680 Lowest | 18 ₹1,45,890 |
| 1.06 | Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications. | 410 | M3 | 9,920 ₹40,67,200 Lowest | 9,920 ₹40,67,200 Lowest |
| 1.07 | Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 45.27 kgs of 60/70 bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) and for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications. | 245 | M3 | 10,635 ₹26,05,575 Lowest | 10,635 ₹26,05,575 Lowest |
| 1.08 | Providing and Laying Of Hot applied Thermoplastic Compound 2.50mm thick including reflectorsing glass bends @ 250 gms over Sqm area thickness of 2.50mm execulsive of surface applied glass beads as uniform and free from Streaks as holes | 382 | m2 | 890 ₹3,39,980 Lowest | 890 ₹3,39,980 Lowest |
| 1.09 | Providing and fixing reflective road studs of category A raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels(bi-convex reflectors) with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10/97-DO.III dt.11-6-97 and the lenght,height and width if the body shall not be less than 100mm, 15mm and 90mm and base of marker shall be flat within 1.3mm. The marker shall support a load of13635 kg tested in accordance with ASTM D4280. Lenses shall be moulded of polycarbonate or methy methecrylate conforming to ADTM D788. The area of each retro- reflectory surface shall be 35+5 degree to base.ENch reflector shall have a CIL not less than values specificed in table 2 o said MORT & H circular and two cylindrical polymer shanks of not less than 20mm diameter and not less than 30mm length shall be provided for better anchorage. | 740 | E | 480 ₹3,55,200 Lowest | 480 ₹3,55,200 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
16 Dec 2021, 3:00 pmClosed
Commissioner Nagercoil City Municipal Corporation
City Municipal Coporation Office Nagercoil 629001 Ph.No. 04652231516
Nagercoil Corporation Providing BT Surface using CMP Plant at Pallivilai 150003R016 in ward no.3 and AR Camp Road to (Maravankudiyirupu OHT) 150050R270 in Ward no.50 Package IX
2021_MAWS_216205_1
E3/12908/2021/PACK-IX
Open Tender
Civil Works
Lump-sum
90 days
Nagercoil Corporation Providing BT Surface using C
Registered Contractor
4 documents required · 4 mandatory
₹0
₹1.3 L
City Municipal Corporation Office Nagercoil
24 Dec 2021
6 Dec 2021
17 Dec 2021
6 Dec 2021
16 Dec 2021
6 Dec 2021
6 Dec 2021
Amount
Providing BT Surface
Earth cutting and sectioning and levellingincluding initial lead of 10m and initial llift of 2m in sand silt or other loose soil wet sand or silt not under water light black cotton soil sndy loam and ordinary soil including excavated earth etc. complete (TNBP No.20B)
Conveyance of excavated surplus earth to low lying areas through tipper lorries upto 2km lead including,labour charges for loading,transporting and unloading in low lying areas shown by the departmental officers.
Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications
Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications
Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications.
Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 45.27 kgs of 60/70 bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) and for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications.
Providing and Laying Of Hot applied Thermoplastic Compound 2.50mm thick including reflectorsing glass bends @ 250 gms over Sqm area thickness of 2.50mm execulsive of surface applied glass beads as uniform and free from Streaks as holes
Providing and fixing reflective road studs of category A raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels(bi-convex reflectors) with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10/97-DO.III dt.11-6-97 and the lenght,height and width if the body shall not be less than 100mm, 15mm and 90mm and base of marker shall be flat within 1.3mm. The marker shall support a load of13635 kg tested in accordance with ASTM D4280. Lenses shall be moulded of polycarbonate or methy methecrylate conforming to ADTM D788. The area of each retro- reflectory surface shall be 35+5 degree to base.ENch reflector shall have a CIL not less than values specificed in table 2 o said MORT & H circular and two cylindrical polymer shanks of not less than 20mm diameter and not less than 30mm length shall be provided for better anchorage.
S. THIYAGARAJAN
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