Const of Command Area Development work in FIS Nore Lanj in Nirmand Block Distt. Kullu (H.P)

Amount

Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and 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, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.

Providing and laying cement concrete 1:3:6(1cement: 3sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. a) Foundation and plinth.

Providing and laying cement concrete 1:1 ½ :3(1cement:1 ½ sand:3graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.

Foundation footing , basis of columns and the like and mass concrete.

Walls (any thickness) but not less that 0.10 Mtrs. thick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels.

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 complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.

Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like with in all leads and lifts as per direction of Engineer-in-Charge.

Providing & Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.

Laying, jointing and testing of HDPE pipes of following class & working pressure in trenches confirming to IS 4984-2016 with but fusion welding,including all short pieces such as Nipple, socket/collar,bendes etc, complete with in all lead & lift as per the direction of Engineer-in Charge (earth work in trenches to be meausred and paid for separately). (L.R)

Scour Inlet & Outlet pipe 110 mm dia.

Providing & Fixing of CI Sluice valve 100 mm dia class PN-1.6 (with hand wheel) as per IS : 780-1984 class-I upto 300mm dia.(i/c brass spindle & as per 2906-1984class-II for dia. 300 mm) in outlet, Scour and inlet pipe of G.I With M.S flange T-5 i/c welding and fix the sluice valve with flanged pipe complete with bolts nuts,rubber insertion etc.,complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.

Providing and fixing of hydrant Post of G.I pipe 80 mm dia complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.

Laying, jointing and testing of HDPE pipes of following class & working pressure in trenches confirming to IS 4984-2016 with but fusion welding,including all short pieces such as Nipple, socket/collar,bendes etc, complete with in all lead & lift as per the direction of Engineer-in Charge.( Earth work to be measured & paid separately) (L.R)

HDPE Pipe 110 mm OD PN-4 (PE-80)

HDPE Pipe 110 mm OD PN-6 (PE-80)

HDPE Pipe 90 mm OD PN-4 (PE-80)

HDPE Pipe 90 mm OD PN-6 (PE-80)

HDPE Pipe 90 mm OD PN-8 (PE-80)

HDPE Pipe 75 mm OD PN-4 (PE-80)

HDPE Pipe 75 mm OD PN-6 (PE-80)

Providing 65 mm dia hydrant including GI pipe (IS1239-1990) 65 mm PP ball valve 65 mm pump connecting Nipple, G.I tee, G.I. Nipple (As per required of main & sub main line) and plain concrete grouting G.I Tee and Riser pipe complete in all respect.

Providing and fixing Anchor block and control valves arrangement with C.I sluice valve 110 mm dia including Anchor block size 0.30x0.30x0.30 with base for sluice valve 1:2:4 concrete block complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.

Mohan Singh Negi

Anil Kumar

MANOJ KUMAR

Basant Lal