Renovation of LIS Jadla in G.P. Jadla in Distt Solan H.P. (SH- CC Lining 1.3.6 in field channel, L/J of HDPE Pipe in distribution system, C/O Outlet Chamber, Repair of Pump House, and C/O Retaining wall and Breast Wall around Pump House).

Amount

Cutting in earth work and disposal of excavated earth in all leads and lifts in all kind of soil .

Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres.

Providing and laying cement concrete 1:4:8 (1cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in: Foundation and plinth

Providing and laying cement concrete 1:6:12 (1 cement:6 sand : 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centring and shuttering in : foundation and plinth

Providing and laying cement concrete work 1:2:4 (1 Cement:2 Sand:4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:

i) Suspended Floor roofs, landing and shelves and their support balconies,beams,girders,bressumers and contilever upto floor two level .

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

Foundation and plinth:

In wall

Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in vertical walls outer side and inner side.

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level including cost of binding wires and carriage of materials upto all leads and lifts complete in all respects.

Providing and laying cement concrete. 1:5:10 (1 cement 5 sand 10 graded aggregate water bone aggregate 40mm nominal size)with 15% plum and curring complete excluding cost of form work in retaning walls brest wall , the size of plum shall usually be 150mm to 300mm as per H.P.W.D specification with in all lead and lift and as per direction and satisfaction of Engineer in charge .

Repairs to plaster in patches of 2.50 Sq.M. and under and 10 to 15mm thick including cutting the patch in proper shape and replastering the surface of the wall including disposal of rubbish to the dumping ground within a Lead of 20 metres with:- Cement Mortar 1:6 (1 Cement : 6 Sand)

White washing with lime on undecorated wall surface two coats to give an even shade i/c throughly brooming the surface to remove all dirt,dust,mortor dirt and other forign matter.

Painting two costs (excluding priming cost on new steel and other metal surfaces with enamel paint brushing to give an even shade including cleaning the surface of all dirt,dust and other foregin matters :-- other than white .

Laying & jointing density polythylene pipe with cloth fussuion welding process 90 mm dai for buried water mean and service duty IS marked IS 498401995 ammened up to date in the following daimeter grade PE 80 pressure rating PN-4 i/c carriage of materials at site as directed by the Engineer in charge.

90mm dia

Cement cocrete lining 7.5 mm thick 1:3:6 (1 Cemen3 Sand:6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work for irrigation channel i/c carriage of material upto all leads and lifts complete in all respects

Hand mixed CC Lining in Beds

Hand mixed CC Lining in sides at Kuhal (Slope portion) complete in all respects.

Extra allowances for form work in CC Lining on sides slopes i/c carriage of material upto all leads and lifts complete in all respects.

Kuldeep Kumar Thakur

Yashwant

Parmod Kumar Thakur