C/O Link Road from Ratwa to gehal Km. 0/0 to 3/500

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 1:6:12 (One cement is to six sand is to twelve graded hard crushed stone aggregate nominal mix) mechanically mixed and vuberated in foudationor similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802-803, 1202 and 1203 (eight hundred two, Eight hundred three , One thousand two hundred two and one thousnad 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

Plain/reinforced concrete in sub structure complete as per drawing and technical specefication clauses 802,803,1202 & 1204, PCC M-15 grade in 1:2.5:5 (one cement: two and half sand and five stone graded agreegate including hauling/carriage of material in all leads and lifts and to the entire satisfaction as per direction of Engineer-incharge.

Providing and laying reinforced cement concrete pipe NP2, 900mm internal dia on 1st class bedding of grannular material in single row including fixing collar with cement motar 1:2 (One cement and Two send) in all leads and lifts and to the entire satisfaction as per direction of Engineer-incharge.

Providing and laying plain cement concrete 1:4:8 (One cement:Four Sand: : Eight graded stone aggregate) 25mm (Twenty Five) Nominal Size mechanically mixed and viberated in foudation or similar work complete work as per drawing and tech. speceification including carriage of materials with in all leads, lifts and other incidentals complete as per entire satisfaction of the Engineer-in-Charge.

20cm plaged stone flooring laid in cement morat in 1:5 (One cement & five sand) including hauling/carriage of material in all leads and lifts and to the entire satisfaction as per direction of Engineer-incharge.

Back filling behind abutment, wing wall & R/Wall complete as per drawing and tech. specefication 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 masonry plain/reinforced concrete abutment wing wall ruturn wall 100mm dia PVC pipe ectending throught the full width of the structure with slopes of i(V):20(H) towards drawing face complete as per drawing and technical specefication.including hauling/carriage of material in all leads and lifts and to the entire satisfaction as per direction of Engineer-incharge.

KALYAN SINGH

JAIPAL SINGH

virender singh

Dalip Singh Rana