Construction work of Daula and restoration of Upper Ganga Canal under Bulandshahrinner part from km 169.930 to km 171.860 ofBulandshahr Division Ganga Canal.

Amount

Earth work in foundation in dry ordinry soil (Loam clay or sand) including lift up to 1.5 meter and lift up to 30 meter and including back filling, eatering and ramming of excavated earth into the trenches or into the sapce between the structure and the sides of foundation trenches or into the plinth with removal and disposal or suplus earth as directed by the Engineer-in-charge up to a distance of 30M from the foundation trenches:

Providing and laying Cement concrete (1:3:6) with cement, coarse sand, and 25mm to 37.25mm stone grit including cost of all material, labour and T and P etc. complete.

Providing and laying Cement concrete (1:2:4) with cement, coarse sand, and 25mm to 10mm stone grit including cost of all material, labour and T and P etc. complete.

Centering and shuttering for RCC work in etc including cost of all material labour and T and P complete.

Finishing wall with weather coat by prmium acrylic exterior Paint applied and 1-67 ltr/10 sqm (Asian or Berger Brand) of approved make and quality on wall with two or more cost to five an even shade including a priming coat to five an even shade including a priming coat with cemnet primer of approved brand and manufactruer exterior primer applied and 2.20 kg/10 sqm after thrughly brushing the surface free from mortar dropping and other forign marrers and sand papered smooth including supply of all material labour tools and Plant etc. required ofr proper complition of work.

Earth work in embankement by power traported earth with a lead beyond 200m. And upto 1.00 km. including excavation, loading, unloading, manual compactoin, dressing and all lifts complete excluding royalty will be applicable from time to time on Govt.

Uprooting jhunds including disposal and dressing As per Direction of Engeneer in charge

Cleaning thick bushes and thorny jugle without uproothing with disposal As per direction of Engineeer In Chage

Supply and filling HDPE Geo Bags. (1.09×0.69 200 GSM) with RBM laying/ placing in position and machine and sewing with geo material. As per derection of Engineer-in-charge.

Flexible Median (FMM) As per IRC 79:2019 shall be provided with fluorescent yellow colour retro-reflective sheeting type XI as per IRC:67. Flexible Median Markdr shall be fo tough, high impact resistant, injection- molded,thermoplastic body with property of flexibility to provide high durability and U shape structrue having rebound / bounce back property. the sheeting shall be of type XI Conforming to IRC:67 and it should be on both the faces whereby providing Maximum reflectivity at l, anger distances with adequate durability. the logo of th Manufactrure shall be embossed on either side of the body during the injection molding process. FMM shall be fixed by a combination bf epoxy adhesive and grouthin/drilling on concrete medians or properly constuucted silid medians. Height:the marker height shall be a minimum of 180mm. width 120mm and body thickness 6.5 mm the shanks shall not be less than 20 mm and depth shall not be less than 30mm Reflective area: shall not be less than 90cm square. proof of the same report shall be uploaded which quoting tender. the body fo FMM shall bounce back to its original positon fo after 750 munber of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion betweenb the body and outer casing body fo FMM shall with stand 50 kg f tensile loads conforming to ASTM D638 method. the rate shal include all materials, labour, T and P transportaion, installation and incidentals all commplete as per directon fo the Engineer-in-Charge.

gopi constech pvt. ltd.

M/S UNITE ENTERPRISES

M/S HARENDRA SINGH