Disposal of effluent form corner of Phase-III to existing culvert at HPPWD at Ind. Area Talhiwala Distt. Una (HP). (Balance work) SH- Disposal of Effluent from corner of phase 3 to existing Nallah near pump House.

Excavation in earth work in all heights and depth in all kinds of soils, including saturated soil comprising of pick work, jumper work, and blasting work both in soft and hard rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the Engineer -in-Charge at site in all leads and lifts.

Providing and laying cement concrete 1:4:8 (1 cement:4 sand:8 graded stone aggregate 20mm nominal size) and curing complete including cost of form work in:Foundation and plinth and wall etc. including carriage of materials upto all leads and lifts.

Providing form work with steel plates 3.15 mm( three decimal fifteen millimeter ) thick welded with angle iron in frame of 30x30x5mm(thirty into thirty into five millimeter) so as to give a fair finish including centering shuttering strutting and propping etcetera with wooden battens and ballies for all heights of propping and centering below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in including carriage of materials upto all leads and lifts. (a) Vertical surfaces such as walls (any thickness) partitions and like i/c attached buttresses, pillasters, plith and string courses and the liike including carriage of materials upto all leads and lifts.

(b) Suspended floors, roofs, landings, balconies and access platformincluding enitre carriage of material within all leads and lifts and other incidentials as per the direction by the Engineer-in-charge .

© Edge of slabs and breaks in floors and walls.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand):4 graded stone aggregate 20 mm nominal size) Foundation and walls and slabs and curing complete, mixing the material in mechanical mixture and compacting the concrete with viberator complete excluding cost of form work and reinforcement for reinforced concrete work including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge. including carriage of materials upto all leads and lifts.

Providing and laying tor steel reinforcement for reinforced cement concrete work including ,bending binding,straightening and placing in position complete in all floor level/ heights including cost of binding wire complete including entire carriage of material within all leads and lifts and other incidentials as per the direction by the Engineer-in-charge .

laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) with spun yarnincluding testing of joints etc. Complete900 mm dia RCC pipes. including carriage of materials upto all leads and lifts.The RCC pipe of 900mm dia NP3 would be supplied atlabour hostel bathu which involves 5km lead the mechanical carriage , loading and unloading will be done by the contractor and nothing shall be paid extra on this account. These incidental expenditure covered in the item laying of pipes completed in all respect.

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screeing, bajri, and labour required water bound macadam road thickness upto 100 mm.

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screeing, bajri, and labour required bituminous portion thickness upto 300 mm.