C/O Link Road to Village Kalam in G.P Ghandoori Km. 0/00 to 1/255

Amount

Excatation in soil in hilly area in all depths using manual 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 plain cement concrete M-10(M-Ten) mechanically mixed and viberated in foudation or similar works complete as per drawings and technical specification of ministery of rural Development for rural road clause 802,803,1202 &1203 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 & Laying concrete for plain cement concrete in substructure complete as per drawing and technical specification P.C.C. Grade M-20 mechanically mixed and viberated in Sub - structure or similar works complete as per drawings and technical specification of ministery of rural Development for rural road clause 802,804,805 ,806,807,1202 and 1204. ,including all height, lead, lift and carriage of materials as per the direction of Engineer incharge.

Providing & Laying reinforced cement concrete as per drawing and technical specification R.C.C. Grade M-25 mechanically mixed and viberated in Super - structure or similar works complete works as per drawings and technical specification of ministery of rural Development for rural road clause 800, and 1206.3, including all lead, lift and carriage of materials as per the direction of Engineer incharge .

Supplying , fitting and placing HYSD bar reinforcement in Superstructure completeas per drawing and technical specification clause 1002 ,1010 and1202 ,including all lead, lift and carriage of materials as per the direction of Engineer incharge .

Providing & Laying cement cocncrete wearing course M-30 grade including reinforcement mechanically mixed and viberated in Super - structure or similar works complete works as per drawing and technical specifications cluause 800 and 1206.3 including all lead, lift and carriage of materials as per the direction of Engineer incharge .

Providing and laying parapets with PCC grade M-15 as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802,803,1202 & 1203).( Eight hundred two, Eight hundred three, One thousand two hundred two, & One thousand two hundred three) 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

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 and laying flooring laid over cement concrete bedding complete as per drawingspecification clause 1303,flooring 200 mm thick over cement concrete bedding , including all lead, lift and carriage of materials as per the direction of Engineer incharge .

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, including all lead, lift and carriage of materials as per the direction of Engineer incharge .

Durga Singh Kanwar

Satish Thakur

Bhim Singh

virender singh

Sachin Chauhan