Remodeling of LIS/FIS Garola in GP Garola in Tehsil Bharmour Distt Chamba

Cutting in earth work in all kind of soil such as pick, jumper work blasting hard and soft rock chiseling soft or hard rock where blasting is prohibited and disposal of all ececavated earth work in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Excavation in earth work and disposal of excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed in Pick-Jumper work.

Providing and laying cement concrete 1:3:6(One cement: four sand : eight graded stoneaggregate forty milimetres nominal size) and curing complete excluding cost ofform work in foundation and plinth.

Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain conrete work in.

ii) Vertical surfaces such as walls (any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and the like.

Providing and laying cement concrete 1:1.5:3 (One cement is to one& half sand is to three graded stone aggregate twenty milimetre nominalsize ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work with in all leads and lifts asper the direction of Engineer -in Charge In

(a) foundation, in Pinth

b) In walls (any thickness but not less than 0.10 metre thickness )including attached pillasters, plinth and string course, etc.

Providing mild / tor steel reinforcement for reinforced concrete work including bending, binding and placing in position complete up to floor two level including within all leads and lifts as per direction of Engineer -in- Charge.

Providing and laying in retaining wall and breast wall 10.0 Kgf/cm² working pressure unplasticized P.V.C. Pipes (Confirming to IS: 4985-1968) to make weep holes complete including making good the walls.

(a) 100mm nominal bore

Providing and laying cement concrete 1:5:10 (1 cement :5 sand :10 graded stone aggregate 40 mm nominal size) with 15% plum and curing complete excluding cost of form work: - in retaining wall/ Breast wall, the size of plums shall usually be 300 mm as per HPPWD specification with in all leads and lifts and as per direction and satisfaction of the Engineer-in-charge.

Wire crate made of GI wire filled with boulder with square cut faces against the wire having size 1.25x1.25x1.25 mtrs. Filled with approved quality of hard stone/boulder and approved quarry having rounded angular shape dimension and size of the stone not less than 23cm. and weight 18 kg respectively free from soft spots crackscavities veins including netting and twisting complete in all respect (Wire crates to be measurd & paid for separetely).

Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately) G.I. wire 5mm thick corrospanding to SWG 6 (15cmx 15cm mesh.) with all leads and lifts as per the direction of Engineer-in-charge.