Tender For Thanjavur District - Strengthening And 5 Years Maintenance Of 4 Road Works Package No. 36 In Thiruvidaimarudur Block Under Mgsmt 2022-2023.
Tender Value
98.75 Lakhs
Estimated cost
Bid Submission
16 May 2023
0 days left
EMD
98800
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
thiruvidaimarudur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
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Contact Person
Address
Project Description
Thanjavur District - Strengthening And 5 Years Maintenance Of 4 Road Works Package No. 36 In Thiruvidaimarudur Block Under Mgsmt 2022-2023.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 03-May-2023 | Date Corrigendum - Thanjavur District - Strengthening and 5 years maintenance of 4 Road works Package No. 36 in Thiruvidaimarudur Block under MGSMT 2022-2023. | Date | 09-May-2023 |
| 2 | 09-May-2023 | Date Corrigendum - Thanjavur District - Strengthening and 5 years maintenance of 4 Road works Package No.36 in Thiruvidaimarudur Block under MGSMT 2022-2023. | Date | 16-May-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | Part.1. Strengthening and 5 years maintenance of Pandhi - Nagarasanpettai - Vedapanpettai Road in Nagarasampettai Panchayat Km 0/0-1/330. |
| 2 | Clearing and grubbing road landincluding uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201 in all etc complete. |
| 3 | KM 0/0-1/330 |
| 4 | Picking the existingmettaled surface and sectioning upto 50 mm - 100 mm thick including all labour charges including all labour charges etc,. complete. |
| 5 | KM 0/0-1/330 |
| 6 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A. |
| 7 | KM 0/0-1/330 |
| 8 | Providing andlaying75 mm compactingthick WBM Gr.III using 1 cum of 63 mm to11.20 mm IRC metal and 0.24 cum of Gravel for blindage 10 sqm. Of 75 mm compacted thick(the blindage material shall have PI value less than 6%) Including cost and conveyance of all material from approved quarryto worksite and stacking to departmental metric gauge for pre – measurementas directed by the departmental officers includinglabour charges for spreading metal and gravelhand packing to proper camberand grade line blinding with required quantity of gravel forming edge bunds watering with all leads for good waterslurring rollingandconsolidation by powerroller and finishing as per MORT & H 404including hire and fuel charges for power roller and water sprinkler and all other toolsand plants employed there for and all other incidental charges etc.,completefor top layer. |
| 9 | KM 0/0-1/0 |
| 10 | KM 1/0-1/330 |
| 11 | Applying PRIMECOAToverWMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete. |
| 12 | KM 0/0-1/0 |
| 13 | KM 1/0-1/330 |
| 14 | Applying TACK COAToverPrimed WMM surface at 2.5Kgof RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete. |
| 15 | KM 0/0-1/0 |
| 16 | KM 1/0-1/330 |
| 17 | BITUMINOUS CONCRETE 25 MMTHICK USING CMP (Grade-II) - Providing and laying Bituminious concrete to 40mm 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 MORTHPart-5 |
| 18 | KM 0/0-1/0 |
| 19 | KM 1/0-1/330 |
| 20 | Providing & laying gravel soling to compacted thick including cost & conveyance of gravelfrom approved source to work site includinglabour for spreading and compacting by power roller to achieve the required Proctordensityat100% compaction of optimum moisture contentand hire & fuel charges for power roller , watersprinklerand all otherincidental charges such as traffic barricading and providingdanger lights etc., complete. |
| 21 | KM 0/0-1/0 |
| 22 | KM 1/0-1/330 |
| 23 | Supplying and fixing Kilometer Metre stones including painting and lettering as directed by the departmental officers etc., complete. |
| 24 | Supplying and fixing Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete. |
| 25 | Supplying and fixing Name board including painting and lettering as directed by the departmental officers etc., complete. |
| 26 | Retro-Reflectorised Traflic Signs (with definition board)TypeIV - Providing and erecting of Retro-Reflectorised Cautionary,Mandatory and Informatory signs (with definition board)made out of High IntensityPrismatic Grade Sheetingconfirming to Type-IV standards of IRC-67: 2012 and ASTMD4956-09, specification and fixed over 2mm thick Aluminium sheetfixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supportedonamildsteelanglepost 75X75X6mm with a clearheightofnot less than2. lOmfromthegroundleveltothe bottomofthe signboardand0.60m below ground level. Thesign postshouldbepainted as per IRC67-2012andfirmly fixed tothegroundby means of properlydesignedfoundation with M15grade cementconcrète 45cmX45cmX60cmsizeincluding cost and conveyance ofallmaterials, equipment, Machinery and labourwith allleadsandlifts, loading charges necessaryfor satisfactory completion ofthework as directed by the engineerincharge. High intensity Retro - Reflectrosheetshallconsistof minimumcoefficientof Retro-reflection asper Table6.6 of IRC67-2012. The retro- reflective sheetingshallbecovered under7yearwarrantyissued for fieldperformanceanda certified copyofthreeyearsoutdoorexposurereportshallbeobtainedasperIRC67:2012 (as per MORT&HSpecificationNo.801) |
| 27 | 60 cm equilateraltriangle |
| 28 | 90 cm equilateraltriangle |
| 29 | Providing and fixing reflective road studs of \"category A” raised pavement markers made out of polycarbonate/methecrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retroreflectance 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. 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on eachside and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 2015 guidelines and MORT&H specification 804 etc., complete |
| 30 | Road Markers/Rond Stud with Lens Reflector |
| 31 | Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sq.m area, thickness of 2.5 mm is exclusive of surface apllied glass beads as per IRC : 35. The finished surface to be level , uniform and free from streaks and holes etc complete as per MORT &H specification No.803. |
| 32 | KM 0/0-1/330 |
| 33 | Construction of Retaining wall @ Chainage 400 m |
| 34 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 35 | Retaining wall at Chainage 400 m |
| 36 | Supplying and Filling foundation and basement with filling M-sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. |
| 37 | Retaining wall at Chainage 400 m |
| 38 | Cementconcrete ofgrade CC 1:4:8 mix using 40mm ISS metal including cost andconveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor 10 cum. |
| 39 | Retaining wall at Chainage 400 m |
| 40 | Cementconcrete ofgrade CC 1:2:4 mix using 20mm ISS metal including cost andconveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor 10 cum. |
| 41 | Retaining wall at Chainage 400 m |
| 42 | Supply and Erecting Steel Centering including cost and conveyance to worksite and all labour charges etc., completed. |
| 43 | Retaining wall at Chainage 400 m |
| 44 | Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of bermsby refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drainsand CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixingdisplaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP-20:2002 and as directed by the departmental officers except for the constructional defects which has to berectified by the contractor at his own cost. |
| 45 | For the First Year from the date of completion of work |
| 46 | For the Second Year from the date of completion of work |
| 47 | For the Third Year from the date of completion of work |
| 48 | For the Fourth Year from the date of completion of work |
| 49 | For the Fifth Year from the date of completion of work |
| 50 | Part.2. Strengthening and 5 years maintenance of Hospital Road in Natchiyarkoil Panchayat Km 0/0-0/130. |
| 51 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A. |
| 52 | KM 0/0-0/130 |
| 53 | Picking the existingmettaled surface and sectioning upto 50 mm - 100 mm thick including all labour charges including all labour charges etc,. complete. |
| 54 | KM 0/0-0/130 |
| 55 | 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. |
| 56 | KM 0/0-0/130 |
| 57 | Applying PRIMECOAToverWMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete. |
| 58 | KM 0/0-0/130 |
| 59 | Applying TACK COAToverPrimed WMM surface at 2.5Kgof RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete. |
| 60 | KM 0/0-0/130 |
| 61 | BITUMINOUS MACADAM 50 MM COMPACTED THICKNESS - Providing and laying Bituminious MACADAM to 50mm thick using 0.20cum of 26.50 - 13.20mm metal, 0.43cum of 13.20-2.36mm metal, 0.08cum of 2.36mm metal below with 37.00kgs 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 50mm 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 |
| 62 | KM 0/0-0/130 |
| 63 | BITUMINOUS CONCRETE 40 MM Thick (Grade II) Using VG30 Bitumen and Plastic Waste - ProvidingandlayingBituminousConcreteto30/40mmthickusing0.13cumof19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumenand3.02KgsofWastePlasticforpremixingper10sqmincludingcostand conveyanceofallmaterialstoCMPsite,heatingthebitumenandaggregatetorequired temperatureandmixingtheminrequiredtemperatureincentralhotmixplant20-30ton capacity,conveyingthemixbytippertruckstopaversite,spreadingthemixtouniform thicknessof40mmwithmechanicalpavertothespecifiedgradesandcrosssectionsand consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending topavertositeetc.,including hirechargesandfuelchargesfor 20-30tCMPwithbitumen boiler,tippertrucks,PaverFinisher,Vibratoryrollerandallothertoolsandplantrequired, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 |
| 64 | KM 0/0-0/130 |
| 65 | Providing & laying gravel soling to compacted thick including cost & conveyance of gravelfrom approved source to work site includinglabour for spreading and compacting by power roller to achieve the required Proctordensityat100% compaction of optimum moisture contentand hire & fuel charges for power roller , watersprinklerand all otherincidental charges such as traffic barricading and providingdanger lights etc., complete. |
| 66 | KM 0/0-0/130 |
| 67 | Supplying and fixing Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete. |
| 68 | Supplying and fixing Name board including painting and lettering as directed by the departmental officers etc., complete. |
| 69 | Retro-Reflectorised Traflic Signs (with definition board)TypeIV - Providing and erecting of Retro-Reflectorised Cautionary,Mandatory and Informatory signs (with definition board)made out of High IntensityPrismatic Grade Sheetingconfirming to Type-IV standards of IRC-67: 2012 and ASTMD4956-09, specification and fixed over 2mm thick Aluminium sheetfixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supportedonamildsteelanglepost 75X75X6mm with a clearheightofnot less than2. lOmfromthegroundleveltothe bottomofthe signboardand0.60m below ground level. Thesign postshouldbepainted as per IRC67-2012andfirmly fixed tothegroundby means of properlydesignedfoundation with M15grade cementconcrète 45cmX45cmX60cmsizeincluding cost and conveyance ofallmaterials, equipment, Machinery and labourwith allleadsandlifts, loading charges necessaryfor satisfactory completion ofthework as directed by the engineerincharge. High intensity Retro - Reflectrosheetshallconsistof minimumcoefficientof Retro-reflection asper Table6.6 of IRC67-2012. The retro- reflective sheetingshallbecovered under7yearwarrantyissued for fieldperformanceanda certified copyofthreeyearsoutdoorexposurereportshallbeobtainedasperIRC67:2012 (as per MORT&HSpecificationNo.801) |
| 70 | 60 cm equilateraltriangle |
| 71 | Providing and fixing reflective road studs of \"category A” raised pavement markers made out of polycarbonate/methecrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retroreflectance 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. 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on eachside and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 2015 guidelines and MORT&H specification 804 etc., complete |
| 72 | Road Markers/Rond Stud with Lens Reflector |
| 73 | Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sq.m area, thickness of 2.5 mm is exclusive of surface apllied glass beads as per IRC : 35. The finished surface to be level , uniform and free from streaks and holes etc complete as per MORT &H specification No.803. |
| 74 | KM 0/0-0/130 |
| 75 | Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of bermsby refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drainsand CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixingdisplaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP-20:2002 and as directed by the departmental officers except for the constructional defects which has to berectified by the contractor at his own cost. |
| 76 | For the First Year from the date of completion of work |
| 77 | For the Second Year from the date of completion of work |
| 78 | For the Third Year from the date of completion of work |
| 79 | For the Fourth Year from the date of completion of work |
| 80 | For the Fifth Year from the date of completion of work |
| 81 | Part.3. Strengthening and 5 years maintenance of Thiruppanthurai Srinivasapuri Road in Thiruppanthurai Panchayat Km 0/0-0/630. |
| 82 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A. |
| 83 | KM 0/0-0/630 |
| 84 | Picking the existingmettaled surface and sectioning upto 50 mm - 100 mm thick including all labour charges including all labour charges etc,. complete. |
| 85 | KM 0/0-0/630 |
| 86 | Providing andlaying75 mm compactingthick WBM Gr.III using 1 cum of 63 mm to11.20 mm IRC metal and 0.24 cum of Gravel for blindage 10 sqm. Of 75 mm compacted thick(the blindage material shall have PI value less than 6%) Including cost and conveyance of all material from approved quarryto worksite and stacking to departmental metric gauge for pre – measurementas directed by the departmental officers includinglabour charges for spreading metal and gravelhand packing to proper camberand grade line blinding with required quantity of gravel forming edge bunds watering with all leads for good waterslurring rollingandconsolidation by powerroller and finishing as per MORT & H 404including hire and fuel charges for power roller and water sprinkler and all other toolsand plants employed there for and all other incidental charges etc.,completefor top layer. |
| 87 | KM 0/0-0/630 |
| 88 | Applying PRIMECOAToverWMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete. |
| 89 | KM 0/0-0/630 |
| 90 | Applying TACK COAToverPrimed WMM surface at 2.5Kgof RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete. |
| 91 | KM 0/0-0/630 |
| 92 | BITUMINOUS CONCRETE 25 MMTHICK USING CMP (Grade-II) - Providing and laying Bituminious concrete to 40mm 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 MORTHPart-5 |
| 93 | KM 0/0-0/630 |
| 94 | Providing & laying gravel soling to compacted thick including cost & conveyance of gravelfrom approved source to work site includinglabour for spreading and compacting by power roller to achieve the required Proctordensityat100% compaction of optimum moisture contentand hire & fuel charges for power roller , watersprinklerand all otherincidental charges such as traffic barricading and providingdanger lights etc., complete. |
| 95 | KM 0/0-0/630 |
| 96 | Supplying and fixing Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete. |
| 97 | Supplying and fixing Name board including painting and lettering as directed by the departmental officers etc., complete. |
| 98 | Retro-Reflectorised Traflic Signs (with definition board)TypeIV - Providing and erecting of Retro-Reflectorised Cautionary,Mandatory and Informatory signs (with definition board)made out of High IntensityPrismatic Grade Sheetingconfirming to Type-IV standards of IRC-67: 2012 and ASTMD4956-09, specification and fixed over 2mm thick Aluminium sheetfixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supportedonamildsteelanglepost 75X75X6mm with a clearheightofnot less than2. lOmfromthegroundleveltothe bottomofthe signboardand0.60m below ground level. Thesign postshouldbepainted as per IRC67-2012andfirmly fixed tothegroundby means of properlydesignedfoundation with M15grade cementconcrète 45cmX45cmX60cmsizeincluding cost and conveyance ofallmaterials, equipment, Machinery and labourwith allleadsandlifts, loading charges necessaryfor satisfactory completion ofthework as directed by the engineerincharge. High intensity Retro - Reflectrosheetshallconsistof minimumcoefficientof Retro-reflection asper Table6.6 of IRC67-2012. The retro- reflective sheetingshallbecovered under7yearwarrantyissued for fieldperformanceanda certified copyofthreeyearsoutdoorexposurereportshallbeobtainedasperIRC67:2012 (as per MORT&HSpecificationNo.801) |
| 99 | 60 cm equilateraltriangle |
| 100 | Providing and fixing reflective road studs of \"category A” raised pavement markers made out of polycarbonate/methecrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retroreflectance 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. 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on eachside and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 2015 guidelines and MORT&H specification 804 etc., complete |
| 101 | Road Markers/Rond Stud with Lens Reflector |
| 102 | Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sq.m area, thickness of 2.5 mm is exclusive of surface apllied glass beads as per IRC : 35. The finished surface to be level , uniform and free from streaks and holes etc complete as per MORT &H specification No.803. |
| 103 | KM 0/0-0/630 |
| 104 | Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of bermsby refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drainsand CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixingdisplaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP-20:2002 and as directed by the departmental officers except for the constructional defects which has to berectified by the contractor at his own cost. |
| 105 | For the First Year from the date of completion of work |
| 106 | For the Second Year from the date of completion of work |
| 107 | For the Third Year from the date of completion of work |
| 108 | For the Fourth Year from the date of completion of work |
| 109 | For the Fifth Year from the date of completion of work |
| 110 | Part.4. Strengthening and 5 years maintenance ofThepperumanallur Bakiyalakshmi Nagar Road in Thepperumanallur Panchayat Km 0/0-0/660. |
| 111 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A. |
| 112 | KM 0/0-0/660 |
| 113 | Picking the existingmettaled surface and sectioning upto 50 mm - 100 mm thick including all labour charges including all labour charges etc,. complete. |
| 114 | KM 0/0-0/660 |
| 115 | Providing andlaying75 mm compactingthick WBM Gr.III using 1 cum of 63 mm to11.20 mm IRC metal and 0.24 cum of Gravel for blindage 10 sqm. Of 75 mm compacted thick(the blindage material shall have PI value less than 6%) Including cost and conveyance of all material from approved quarryto worksite and stacking to departmental metric gauge for pre – measurementas directed by the departmental officers includinglabour charges for spreading metal and gravelhand packing to proper camberand grade line blinding with required quantity of gravel forming edge bunds watering with all leads for good waterslurring rollingandconsolidation by powerroller and finishing as per MORT & H 404including hire and fuel charges for power roller and water sprinkler and all other toolsand plants employed there for and all other incidental charges etc.,completefor top layer. |
| 116 | KM 0/0-0/660 |
| 117 | Applying PRIMECOAToverWMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete. |
| 118 | KM 0/0-0/660 |
| 119 | Applying TACK COAToverPrimed WMM surface at 2.5Kgof RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete. |
| 120 | KM 0/0-0/660 |
| 121 | BITUMINOUS CONCRETE 25 MMTHICK USING CMP (Grade-II) - Providing and laying Bituminious concrete to 40mm 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 MORTHPart-5 |
| 122 | KM 0/0-0/660 |
| 123 | Providing & laying gravel soling to compacted thick including cost & conveyance of gravelfrom approved source to work site includinglabour for spreading and compacting by power roller to achieve the required Proctordensityat100% compaction of optimum moisture contentand hire & fuel charges for power roller , watersprinklerand all otherincidental charges such as traffic barricading and providingdanger lights etc., complete. |
| 124 | KM 0/0-0/660 |
| 125 | Supplying and fixing Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete. |
| 126 | Supplying and fixing Name board including painting and lettering as directed by the departmental officers etc., complete. |
| 127 | Retro-Reflectorised Traflic Signs (with definition board)TypeIV - Providing and erecting of Retro-Reflectorised Cautionary,Mandatory and Informatory signs (with definition board)made out of High IntensityPrismatic Grade Sheetingconfirming to Type-IV standards of IRC-67: 2012 and ASTMD4956-09, specification and fixed over 2mm thick Aluminium sheetfixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supportedonamildsteelanglepost 75X75X6mm with a clearheightofnot less than2. lOmfromthegroundleveltothe bottomofthe signboardand0.60m below ground level. Thesign postshouldbepainted as per IRC67-2012andfirmly fixed tothegroundby means of properlydesignedfoundation with M15grade cementconcrète 45cmX45cmX60cmsizeincluding cost and conveyance ofallmaterials, equipment, Machinery and labourwith allleadsandlifts, loading charges necessaryfor satisfactory completion ofthework as directed by the engineerincharge. High intensity Retro - Reflectrosheetshallconsistof minimumcoefficientof Retro-reflection asper Table6.6 of IRC67-2012. The retro- reflective sheetingshallbecovered under7yearwarrantyissued for fieldperformanceanda certified copyofthreeyearsoutdoorexposurereportshallbeobtainedasperIRC67:2012 (as per MORT&HSpecificationNo.801) |
| 128 | 90 cm equilateraltriangle |
| 129 | Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sq.m area, thickness of 2.5 mm is exclusive of surface apllied glass beads as per IRC : 35. The finished surface to be level , uniform and free from streaks and holes etc complete as per MORT &H specification No.803. |
| 130 | KM 0/0-0/660 |
| 131 | Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of bermsby refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drainsand CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixingdisplaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP-20:2002 and as directed by the departmental officers except for the constructional defects which has to berectified by the contractor at his own cost. |
| 132 | For the First Year from the date of completion of work |
| 133 | For the Second Year from the date of completion of work |
| 134 | For the Third Year from the date of completion of work |
| 135 | For the Fourth Year from the date of completion of work |
| 136 | For the Fifth Year from the date of completion of work |
| 137 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount (Both Construction and Maintenance) above this row in column \"BB\" for all works in this package}. |
AI Tender Summary
Tender Timeline
May 09, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
May 09, 2023
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
May 16, 2023
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedMay 16, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 16, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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