Construction of 12 Nos T/well in village Dangoh, Bhaderkali, Nakroh, Babehar, Marwari and Raipur in Tehsiil Ghanri Distt. Una (HP)

Excavation in foundationtrenches (for pipes and pits) upto all depths in all classification of earth work such as pick work, Jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chieselling soft/ hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring strutting planking limbering and dewatering wherever required, stacking the useable and unuseable material/soil separately and after saying, joint such and testing of pipes returing the useable soil in trenches in 15 cm (fiften centimeter) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil un-useable materials as directed within all leads and lifts including restoration of un-metalled surface to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respact.

Providing Laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fittings & bends in all leads and lifts to the entire satisfaction of Engineer-in-charge (Earth work in trenches to be measured and paid separately) 180 mm dia HDPE PE-80,PN-4

Providing and fixing Cast Iron Alfa valves of reputed make in out let chamber to central the water for distribution system complete in all respect (in all leads & lifts) 200 mm dia

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 carraige of material within all leads and lifts as per the direction of the Engineer-in-Charge.

Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 (1 cement: 4 sand) in all leads and lifts and as per the direction of the Engineer- in -Charge.

40mm thick cement concrete flooring 1:2:4(1cement 2sand:4 graded stone aggregate 20 mm nominal size) and laid in one layer finished with a floating coat on neat cement in all leads and lifts as per the direction of the Engineer-in-Charge.

15 mm thick cement plaster in single coat on fair side of brick/ stone masonry/concrete for interior plastering upto floor two level including arrises internal rounded angles chamfers and/ or rounded angle not exceeding 80 mm in girth and finished even & smooth in cement mortor 1:3 (1 cement: 3 sand) in all leads and lifts as per the direction of the Engineer-in-Charge.