Providing Services to Plot No. 86/1 to 86/6 at Ind. Estate Davni, Baddi, Distt. Solan (HP). (SH- C/o breast wall and laying of sewerage line and water supply line).

Amount

Excavation in foundations, trenches etc. in earth work, lift upto 1.5 mtrs. stacking the excavated soil not more than 3mtrs. Clear from the edge of the excavation and then returning the stacked soil in 15cm layers when required into plinths, sides of foundations etc. consolidating each deposited layers by by rammeing and watering and then disposing of all surplus excavated earth ramming and watering and then disposing of all surpluse excavated earth as directed within a all leads and lifts in all kind of soils.

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

Providing and laying cement concrete 1:3:6 (1cement :3sand :6graded stone aggregate 40mm nominal size) and curring complete excluding the cost of form work in :- Walls including attached buttresses, pillasters and their caps and bases string courses upto floor two level.

Providing weephole in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1 ( V ) : 20 ( H ) towards drawing face complete as per drawing and technical specification Clauses 614,709, 1204.3.7

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30 x 30 x 5mm so as to give a fair finish including centering,shuttering strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4mtrs. In all floors and heights and removal of the same for in-situ reinforced concrete and plain concrete work in:- a) vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth, and string courses and the like.

Stone filling behind retaining walls.

Sewerage system: Exacavation in drains & channels etc. in earth work including dressing of side and bed and disposing of excavated earth as desired within all lead & lift in all kind of soils.

Constructing manhole with R.C.C. top slab in 1:1.5:3 (1cement:1.5sand:3grade stone aggregate 20mm nominal size) foundation concrete 1:4;8 (1cement:4sand:8graded stone aggregate40mm nominal size) inside plastering 15mm thick with cement mortar 1:3(1cement:3sand)finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement :2sand: 4graded stone aggregate 20mm nominal size)finished smooth complete i/c curing complete and testing. a) Inside size 1200 x 900mm and 1.00 mtr. Deep including R.C.C. cover and frame heavy duty 560mm internal dia with 150mm thick walls of cement concrete 1:1.5:3 (1cement:1.5sand:3grade stone agg 20mm)

b) Extra for additional depth.

Providing & laying, joiting reinforced cement conctere pressure pipe I.S. class P 2 of internal diameters with collars and butt ends prepared for collar joints including testing of joints complete.250mm dia.

Providing and laying cement concrete 1:5:10 (1cement :5sand :10 grade stone aggregate 40mm nominal size) beding for RCC pipe of the following internal diameters necessary form work and curring complete.250mm dia.

Providing and laying cement concrete 1:5:10 (1cement :5sand :10 grade stone aggregate 40mm nominal size) hunching for RCC pipe of the following internal diameters necessary form work and curring complete. 250mm dia.

Making conection to existing Manhole complete i/c making hole in existing manhole, conecting new pipe line and making good the same.

Water supply Exacavation in drains & channels etc. in earth work including dressing of side and bed and disposing of excavated earth as desired within all lead & lift in all kind of soils.

Providing and laying in trenches galvanised mild steel tubes (medium grade) tube fitting (earth work in trenches to be measured and paid for separately) a) 40mm nominal bore.

Making connection of galvanised mild steel distribution branch with galvanised mild steel main 20mm to 40mm nominal bore by providing and fixing tee i/c cutting and threading the pipe complete.

Excavation in earth work and banking in 20cm layers including breaking clods, ramming and dressing ground for the purpose of making embankment or filling up ground depressions upto all lead and lifts.

SIMRAT CONSTRUCTION

NARESH KUMAR