C.O PROTECTION WALL NEAR NALA (TRIBAL BHAWAN) IN WARD NO.9 AT RAMPUR BSR. DISTT SHIMLA . H.P.

Amount

Excavation in earth work in hill area in all height and depths in all kind of soil by manual/ mechenical means including saturated soil comprising of mixed soil, ordinary roack and hard roack all work of roack cutting bu blasting shell be carried out by taking all necessary precautions against soil erosion, demage to hill side. water polution etc.and to protect stablity of hill side track shall be excavated with chiseling and wedging out roack (where blasting is prohibited) all earth work in cutting / excavation including excavation shall be carried out true to lines, grade side slope. width caber super /-elevation and level as shown in drawing or as direction of engineer in chare, in conformity with the requiremnet of technical specification for rural roads.

Earth Work in Exacavation for structure as drawing and technical specification clauses 305.1 uncluding setting out, construction of shoring bracing removal of stumps and other deleterious material and disposal up to lead of 50 m dressing of site and bottom and back filling in trenching with excavated suatible material up to 3.00 m depth with in all leads and lift, carriage pf material and other incidental complete in all respect as per direction of engineer in chare.

P/L cement conc. 1:6:12 (1 cement: 6 sand: 12 graded stone agregate 40mm nominal size) and curinfg complete excluding the cost of form work in foundation and plinth including carriage of material with in all lead and lift as per HPPWD specification of 1990 Volume-1 and as per direction of engineer in charge.

Random rubble masonry in cement mortar 1:6(1 cement : 6 sand) for stone work like R/Wall, B/Wall , Wing Wall, Abutment and Similar works etc. in all height as per drawing and technical specification clauses 702,704,1202 and 1205.

Providing and laying cement concrete 1:5;10 (1cement :5sand :10 graded stone aggregate 40mm. nominal size) with 15 % plum and curing complete including cost of form work in retaining walls/ Breast walls, the size of plums shall usually be 150mm. to 300mm. as per H.P.P.W.D.Specification including carriage of material with in all lead and lift as per HPPWD specification of 1990 Volume-1 and as per direction of engineer in charge.

Providing and laying cement concrete 1:2:4 (1 cement :2 Sand:4 graded stone aggregate 20mm nominal size)and curring complete excluding cost of form work in : Foudation and plinth including carriage of material with in all lead and lift as per HPPWD specification of 1990 Volume-1 and as per direction of engineer in charge.

Providing veephole in brick masonry/stone mastonary/ plain reinforced concrete abutment,wing wall , return wall with 100 mm die PVC pipe extending through the full with of the structures with slop of 1 (v(:20 (H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 including carriage of material with in all lead and lift as per HPPWD specification of 1990 Volume-1 and as per direction of engineer in charge.

M/S SURESH GUPTA

SOHAN LAL

SURESH KUMAR