Construction of pong view residential colony at Dehra (Jalandhar Lahar) Distt Kangra HP

Amount

Cutting in earth work through mechanical means in all heights/depths and in all kinds of soil such as kankar, moorum, shingle and decomposed or soft rock, hard rock i.e. their intermediate classification and chiselling / wedging out of rock where blasting prohibited including saturated soils and filling in embankments etc. where necessary and disposal of all excavated unserviceable material in all leads and lifts including through mechanical transporation, the disposal of the unserviceable material will be done on approved dumping site. Any damage to the private/public property during execution will be restored by the contractor whatsoever the nature of the same may be. The serviceable materials will be stacked in specified dimensions in all leads and lifts as per the direction of the Engineer -in- charge.

Construction of Embankment with material obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Excavation in foundations, trenches etc. in earth work in all kinds of soils such as pick work, jumper work and chiselling / wedging out of hard or soft rock where blasting is prohibited up to all depths stacking the excavated soil not more than 3 meteres clear from the edge of excavation and then returning the stacked soil in 15 cms layers, when required into plinths, sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing off all surplus excavated earth as directed by the Engineer-in- charge

Providing and laying cement concrete 1 : 4 : 8 (1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) and curing complete (excluding cost of form work) in foundation and plinth including carriage of material in all leads & lifts.

Providing form work with steel plates 3.15mm thick welded with angle iron frames 30x30x5mm so as to give a fair finish including centering, shuttering, strutting and propping, etc. with wooden battens and ballies heights of propping and centering below supporting floor to ceiling in all heights and removal of the same for in-situ reinforced concrete and plain concrete work including carriage of material in all leads and lifts. (a) Edges of slabs and breaks in floors and walls under 20 cm wide.

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses,plinth and string courses and the like.

Construction of granular sub-base by providing well graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000 m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 including carriage of material in all lead & lifts. (a) For Grading-III Material Plant Mix Method.

Brick work using 2nd class common burnt clay building bricks in foundation and plinth in cement mortar 1:6 (1 cement : 6 sand) including carriage of material in all leads and lifts.

Consolidation of sub-grade with road roller including making good the undulation etc. with earth or quarry soil etc. and re-rolling the sub-grade completed as per HP.PWD specifications.

Surinder Kumar