C/O Kheri Lana Cheta Road 0/00 to 27/750

Amount

Excatation in soil in hilly area by all means as per drawing and technical specification ministry of Rural Development for rural roads August 2004 (Two thousands four) clause 305.1 (three hundred five point one) including setting out, coustruction 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 and stacking of materials useful for construction at suitable sites and safe dispoal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places in specified manner, systematically with level consideration to avoiding adverse effects on environment, trimming filling of unevenness blind age and finishing of the road to specified dimension or as directed by the Engineer-in-charge. any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Earth work in excavation for structures in all depths as per drawing and Technical specification of Ministery of Rural Development for rural roads August 2004 (Two thousand four) C-305-1(Clause-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 botttom and back filling in tranches with excavated suitable materials all work of rock cutting by blasting shall be carried out by taking all necessry precaution against soil erosion damages to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiesling 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 systemathically 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 directedby the Engineer-in-charge. If the foundatioin of the structure is in an area with stangnat water or water is met with in the excavation due to spring seepage rain and other courses it shall be remove by suitable diversion boilingout or pumping as directed and the area of foudation or embankment shall be kept dry any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Providing and laying concrete for plain/reinforced concerete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203,(1:4:8 , 40 mm nominal size) in Retainning Wall, breast Wall, wing wall/ parapets complete mechanical mix and vibrated in foundation or similar works complete work as per drawing and technical specifications.clauses 802,803,1202 and 1203 as per drawings and technical specification of ministery of rural Development for rural road and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge

Providing and laying cement concrete for plain/reinforced cocncrte in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203 PCC Grade M-15 (M- Fifteen) HPPWD technical Specifications, including all leads lifts and carriageof materials.

Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail 70 CM above road/ ground level fixed on ISMC series chennel vertical post 150x75x5xmm spaced 2.0 m centre to centre, 1.80 m high 1.1 m below ground level, all steel parts and flaments to be beam rail to be fixed on the vertical post with a space of chennel section 150x75x5xmm, 300mm long complete as per clause 810.including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Back filling behind abutment, Wing wall &Return wall complete as per drawing and technical sepecification clause 1204.3.8.including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing weep holes in brick masonry/stone masonery plain/reinforced concrete abutment wingwall ruturn wall with 100mm dia PVC pipe extending throught the full width of the structure withslopes of i(V):20(H) towards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7 . .as per drawings and technical specification of ministery of rural Development for rural road and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge

JAI PRAKASH

Karan jeet Attri

sukhpal

Ashok Kumar

RANDEEP SINGH