National Bank For Agriculture And Rural Development Tender

Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory 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 502 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,502,900)

Providing and laying Tack Coat over primed surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction overit including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,503,900)

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs 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 required temperature using Central hot mix plant 20-30ton capacity, conveying 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 tonne 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 504 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,504,900)

Providing and laying Bituminous Concrete to 30mm 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 (Specification Number as per MORT&H Rev.V 111,112,507,900)

Carted earth with lead of 5 km including cost of 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. (Specification Number as per MORT&H Rev.V 304,305)

Providing RCC M15 Grade Precast HM stone of standard design as per IRC 8-1980 and fixing in position including painting and Lettering etc., complete (as per MORTH SPECIFICATION No.805)

Providing RCC M15 Grade Precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and Lettering ect., complete (as per MORTH SPECIFICATION No.805)

SUB ESTIMATE -Construction of Kerb Median Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Rev. V clause No.111, 112, 201, 202, 301 to 305 a) Box cutting for CENTRE MEDIAN

Plain Cement Concrete (1:2:4)M20 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting , laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for FOUNDATION as per Cl.1000,1500,1700 MORTH rev.5

Vibrated Cement Concrete (1:2:4) M20 Nominal Mix using 20mm ISS HBG graded metal including cost and conveyance of all materials to site but exclud ing cost of cement at site inclu ding soft water, labour charges for mixing, transpo rting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Footings for body wall (Above sill level) as per Cl.1000,1500,1700 MORTH rev.5

Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for spreading and Filling Inside the median using side pit earth as per SS20B including breaking clods, consolidating and sectioning using excavated earth (Earth filling) as per Cl.111,112,304 MORTH rev.5

Painting with synthetic Enamel paint over the new kerb including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers.

Sub Total Amount for above all items (excluding GST)

GST 18% for above SubTotal Amount

Total in Figures (SubTotal + GST)