C/O Dr. Prem Singh Memorial Stadium at Maina Bag Tehsil Sangrah Distt. Sirmour

Amount

Removal of slips and land slide in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of side slopes and disposal of cut materials in all leads and lifts, as per technical specification clause 302.3.5 and 1611 including all leads, lifts and carriage of materials as per the entire satisfaction of the Engineer-in Charge.

Excavation in earth work in in hilly area all height and depths and in all kinds of soils including saturated soil comprising of mixed soil oridinary rock and hard rock. All works road rock cutting by blasting shall be carried out by taking all necessary precutions against soil erosion damage to hill side water pollution etc, and to protect stability of hill side.Rock shall be excavated with chieseling and wedging out rock( where blasting is prohibited).All earth work in cutting/ excavation, including rock excavation shall be carried out true to lines grades sides slopes,width, camber,super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge in confirmity with the requirement of technical specification for Rural road August 2004 and clause 16.2 of general conditions for contract to achieve designed formation width including hauling and stacking of materials useful for construction at suitable sites and safe disposal of unserviceable cut material and specificed manner,including arrangement of dumping site trimming,filling of unvenness blindage and finishing of the road to specified diamensions including disposal of surplus materials with all leads, and lifts at the locatuion specified in the tender document or as directed by the Engineer-in-Charge for smooth riding.The recovery for stones where useful or not i.e. 193.26 (One hundred ninety three point twenty six)cubic metre @ 170/- (Rs. one hundred Seventy)only per cubic metre shall be effected on pro-rata basis.Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor,which shall have to be duly compensated by him at his on cost in all cases including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Earth work in excavation in foundation for structures in all depths as per drawing and technical specification of Ministry of Rural Development for rural roads clause 305.1 (Three hundred five point one) including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials, including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited).all earth work in cutting/excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places, in specified manner, systematically with due consideration to avoiding adverse effects on environment, trimming filling of unevenness blind age and finishing of the road to specified dimension to the entire satisfaction as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be removed by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Providing and laying cement concrete for plain/reinforced conceretein in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203 PCC Grade M-10 (M-Ten) as per HPPWD technical specifications,including all lead and lifts and carriage of materials.

Providing and laying cement concrete for plain/reinforced conceretein in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203 PCC Grade M-20 (M-Twenty) as per HPPWD technical specifications,including all lead and lifts and carriage of materials.

Steel work welded in built up sections, trusses and framed work including cutting hoisting fixing in position and applying a priming coat of red lead paint as per H.P. P W D. specification 1990 volume - I , including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts and carriage of materials and as per entire satisfaction of Engineer- in- charge.

ln Single sections composed of rolled steel joists or channels with caps,bases splices,angles brackets etc.

ln gratings framed guard bars,ladders,railling,brackets and similar works.

Providing and laying of boulder apron laid in wire Crates with 4 mm(Four milimere) dia.G.I. Wire conforming to IS :280 and IS : 4826 in 100 mm x100 mm(One hundred into one hundred milimetre) mesh (Woven diagonally ) including 10 percent extra for laps and joints laid with stone boulders weigthing not less than 25(Twenty five) Kg each as per drawing and technical specifications Clause 1301(One thousand three hundred one) including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Wire crates made of G.l.wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separetaly G.l. wire 5mm thick corresponding to SWG-8. 15cmx15cm mesh.in all leads and lifts and carriage of materials and as per entire satisfaction of Engineer- in- charge.

Painting two coats (excluding priming coat )on new steel and other metel surfaces under coat with ready mixed paint brushing to give an even shade i/c cleaning the surface all dirt, dust and other foreign matter with ready mixed paint other than white as per H.P. PWD.spesification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Som Prakash

Randeep Singh