Improvement of FIS Bhujand in GP Tindi SubTehsil Udaipur Distt. Lahaul Spiti HP.

Amount

Cutting in earth work and disposal of excavated earth in all kind of soil such as pick work, jumper work, blasting work in soft/ hard rock or chiseling wedging, out soft/ hard rock where blasting is probhibited i/c all leads and lifts complete as per direction of Engineer-in-Charge. (Chesiling work)soft rock100%

Cutting in earth work and disposal of excavated earth in all kind of soil such as pick work, jumper work, blasting work in soft/ hard rock or chiseling wedging, out soft/ hard rock where blasting is probhibited i/c all leads and lifts complete as per direction of Engineer-in-Charge.(Pick/jumper work) 50% Each.

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 mateial 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.

Laying, Jointing & Testing of HDPE pipe in trenches 10.00Kg PN-6Kgf/cm^2 working pressure PE-63 garde conforming to IS :4984-1998 complete including fitting i.e. socket of HDPE pipe 180mm OD PN-6 PE-80 with in all lead and lift as per direction of Engineer-in-Charge (earth work in trenches to be meausred and paid for separately).

HDPE pipe 180mm OD PN-4 as (IS: 4984-1998) PE-80

HDPE pipe 200mm OD PN-4 as (IS: 4884-1998) PE-80

Providing & Laying cement concrete 1:6:12 ( 1 cement : 6 sand : 12 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation & plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge.

Providing & Laying cement concrete 1:4:8 ( 1 cement : 4 sand : 8graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation & plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge.

Providing & Laying cement concrete 1:1.5:3 ( 1 cement : 1.5 sand : 3graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation & plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge.

Random rubble masonery /polygonal rubble masonary ( Uncoursed/ brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with CC 1 : 6 : 12 ( 1 cement: 6 sand: 12 graded stone aggregate 20mm nominal size) in C.M. 1: 6 (1cement : 6sand) in Breast walls & retaining walls within all leads and lifts as per satisfaction and direction of Engineer-in-charge.

C/O Dry rubble masonry in breast wall and retaining wall revetment walls and parapets etc. with in all leads and lifts as per satisfaction and direction of Engineer-in-charge.

Boulder filling behind the retaining wall with in all leads and lifts as per satisfaction and direction of Engineer-in-charge.

20 mm cement plaster in single coat on rough side of brick/ stone masonry for interior plastering upto floor two level including arises, internal rounded angles chamfers and/ or rounded angles not exceeding 80mm in girth and finished even and smooth in CM 1:3 (1cement : 3sand) in all leads and lifts as per the direction of Engineer-in-Charge.

Wire crate of interlink chain filled with boulder with square cut faces against the chain( interlink chanin to be measured and paid separately) in all leads and lifts as per the direction of Engineer-in-Charge.

Wire crate made of interlink chain filled with boulder with square cut faces against the wire ( Boulder filling to be measured and paid separately) interlinked chain 5mm thick corresponding to SWG. 6 15cmX 15cm mesh as per the direction of Engineer-in-Charge. (Labour Rate)

Providing Cement Concrete lining of the 10 cm thick or less for the Irrigation channel using cement concrete 1:3:6 (1 cement : 3 Sand :6 graded stone aggregate ) within all lead and lift as per the direction of Engineer in charge. For topping

Providing Cement Concrete lining of the 15 cm thick or less for the Irrigation channel using cement concrete 1:3:6 (1 cement : 3 Sand :6 graded stone aggregate ) within all lead and lift as per the direction of Engineer in charge.

Hand mixed concrete lining in the bed all leads and lifts complete as per direction of Engineer-in-Charge.

Hand mixed concrete lining on side slope all leads and lifts complete as per direction of Engineer-in-Charge.

Extra allowances for form work in concrete linning on side slopes all leads and lifts complete as per direction of Engineer-in-Charge.

Naveen