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Tender Corrigendum :
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| Tender Corrigendum | Corrigendum to Major Items of Constructional Plant and Special Conditions | | Tender Corrigendum Publication | Company Web Site - Internet | | Tender Corrigendum Document | Can be download by Subscribers |
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Product Detail :
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TN 14 25 26 Karur Division TPR 026
Widening from Intermediate Lane to Two Lane and Strengthening andImprovements to Riding Quality Work in Government Roads in Karur H CandM Sub Division TPR 026, Widening from Intermediate Lane to Two Lane and Strengthening and Improvements to Riding Quality Work in Government Roads in Karur (H), C&M, Sub-Division (TPR 026) Road A - Improvements to Riding Quality at km 8/8 - 9/4, 12/2 - 15/4 of Muthur-Udayam -Vairamadai Road Road B - Widening from Intermediate Lane to Two Lane and Strengthening at km 8/0 - 8/8 of Muthur- Udayam -Vairamadai Road, Basic cost of value put to tender as per Estimate, COMPACTION ONLY FOR UTILIZING AVAILABLE BOX CUT EARTH - Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers. (MORTH No. 111, 112, 301, 305, 900), Wet Mix Macadam -Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (MORTH No. 111,112, 406, 900), BC 30/40mm Thick (Grade-II) Using VG30 Bitumen -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 50.30kgs of VG30 bitumen 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 - Grade - II. (MORTH No. 111, 112, 501, 507, 900), Basic cost of value put to tender as per estimate, Road B, DBM (Grade-I) 75mm Thick Using VG30 Bitumen - Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5 for Grade - I (MORTH No. 111, 112, 505, 900), Add GST at 18%, EARTH WORK FOR BERMS INCL. COMPACTION - Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance. (MORTH No. 111, 112, 301, 305, 900), Quoted Rate in Figures (Total Value of Contract Including 18% of GST ), Differnce Amount (Excess/Less), Tack Coat Over Existing BT Surface - Providing and laying Tack Coat Over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5e as per Clause 503 of MORTH Rev (MOR
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TN 14 25 26 Karur Division TPR 026 #*. Widening from Intermediate Lane to Two Lane and Strengthening andImprovements to Riding Quality Work in Government Roads in Karur H CandM Sub Division TPR 026 |