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Product Detail :
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Strengthening to Government Roads in Sendhamangalam (H) C&M Sub Division (SLM-)
Strengthening at Km /-/of KolliHills Ghat Road (-CRIDP---S-)
Strengthening at km /-/of km /of Kulivalavu Othakadai road to Navakkadu (via) Sengarai, Powerkadu & Meikinikadu (-CRIDP---P-) ,2.0 ,Picking the existing BT surface upto 50mm thick as directed by the Departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excludung cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc.,complete as per clause 111, 112, 202, 305.4.3 of MORTH - Vth Revision etc.,complete. ,1. Strengthening at Km 0/0-3/8 of KolliHills Ghat Road ,Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam of 250mm thickness, 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 soil compactor 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 111, 112, 406 & 900 of MORTH Vth Revision ,Advance patch work 50mm thick using 45 mm IRC size HBG metal for making the pot holes and patching using VG 10 grade bitumen including mixing at the rate of 44 Kg / Cum of chips after trimming the pot holes or depression to proper shape and depth side painting with tack coat and compacting the layers as directed by Departmental officers etc., complete as per clause 111, 112, 501, 3004 & 900 of MORTH Vth Revision ,2. Strengthening at km 0/0-4/0 of km 9/8 of Kulivalavu Othakadai road to Navakkadu (via) Sengarai, Powerkadu & Meikinikadu ,Advance patch work 25mm thick using 13.20 mm IRC size HBG metal for making the pot holes and patching using VG 10 grade bitumen including mixing at the rate of 44 Kg / Cum of chips after trimming the pot holes or depression to proper shape and depth side painting with tack coat and compacting the layers as directed by Departmental officers etc., complete as per clause 111, 112, 501, 3004 & 900 of MORTH Vth Revision ,Providing and laying 50 mm thick Bituminous Macadam using course aggregate and VG-30 Bitumen which shall consist of construction in a single course base/binder course confirming to the specification on a previously prepared base (using Mini Mix Plant and Power Roller) including cost of material,labour charges,rentals for machinary,fuel and all other incidental charges etc.,complete as per clause 111,112,504 & 900 of MORTH Rev-5 (For Patch Works) ,Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) 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 per clause 111, 112, 501, 502 & 900 of MORTH Vth Revision ,Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 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 per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision ,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 per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision ,Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of VG40 grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min 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 90 mm with mechanical paver to the specified grades and cross section sand consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and allother tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per MoRTH specification clause No.111,112,501,505 & 900 - Grading I ,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 VG
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Senthamangalam (H) CandM Sub Division (SLM-21) #*. Strengthening to Government Roads in Sendamangalam (H) CandM Sub Division (SLM-21) |