Cons of LIS to Moin from Kurpan Khad in Nirmand Block Distt Kullu (H.P.)

Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of each work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of 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, timbering and dewatering where ever required. Stacking usable and unusable material/ soil separately and after laying, jointing and testing of pipes, returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge. Pick & Jumper work.

Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth.

Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in:

Foundations, footings, basis of columns & the like and mass concrete.

Wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level.

Suspended floors, roofs, landing shelve and their supports balconies beams,girders bressumers and centilevers upto floor two level

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work including all leads and lifts:

Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like

Providing Mild/TOR steel reinforcement for RCC work i/c bending, binding & placing in position complete up to floor two level (TOR/Mild steel ) in all leads and lifts as per direction of Engineer-in charge.

Laying jointing of HDPE pipes ,tube fitting in trenches I e e/c earth work complete for inlet and scour pipe including all leads and lifts.(LR)

Scour, Inlet and Outlet pipe 90 mm dia.

Providing and fixing C.I. Sluice valve (with hand wheel) as per IS:780 Class-I upto 300 mm dia (including brass spindleand as per IS:2906- 1984 class II for diameters more than 300 mm complete with bolts, nuts, rubber insertion etc,(The tail pieces if required shall be measured and paid for separately)

100 mm dia

Providing and fixing of 63 mm dia hydrant including GI Riser pipe 65 mm (IS 1239:1990), PP Ball valve, pump connecting male Nipple, GI Tee (as per requirement of main & sub main) G.I. Nipple, Quick connect bend 80 mm etc. complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.

Laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4984-2016 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 for separately) (LR)

HDPE pipe 75 mm OD PN-4 as (IS: 4984-2016) PE-63

HDPE pipe 90 mm OD PN-4 as (IS: 4984-2016) PE-63