Construction work of Trangist Hostel in Distt Bhadohi

Cost of civil work (upto plinth) : DSR 2.8.1 - Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 0.00 LVL. TO 1.50 MTR.

1.50 LVL. TO 3.00 MTR. DSR 2.8.1+2.26.1

Disposal of Earth Cartage-3 km DSR 1.1.2

DSR 2.25 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

DSR 2.26.1*3 - Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. Additional lift 3Nos

DSR 2.17.1 - Close timbering in case of shafts, wells, cesspits, manholes and the likeincluding strutting, shoring and packing cavities (wherever required) etc.complete. (Measurements to be taken of the face area timbered). Depth not exceeding 1.5 m

DSR 2.17.2 - Depth exceeding 1.5 m but not exceeding 3 m

DSR 16.81 - Providing and erecting 2.00 metre high temporary barricading at site; eachpanel of size 2.50 m x2.00 m made of 40x40x6 mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat bysuitable welding/riveting. The panels shall be made so that gap of 50cmabove the ground is available making overall height as 2.5 m. MS channelISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom havingoval shaped holes of size 50x25 mm at both ends with 50 cm long MSangle 40x40x6 mm bracing. Suitable arrangement shall be made to fix thebarricading to avoid from overturning by providing 250 mm long expansionfasteners at both ends. The work shall be executed as per drawing/directionof Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tapeas directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge (Note :- One time payment shall be made for providing barricading from start of work till completion of work including shifting. The barricading provided shall remain to be the property of the contractor on completion of the work)

DSR 4.1.8 - Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

DSR 2.27 - Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work.