Construction of Balance work of Doghri Samana road km. 3/165 to 5/600

Amount

Excavation in earth work in hilly area in all heights and depths in all kinds of soil including saturated soil comprising of pick, jumper, blasting work both in soft and hard rock with chiseling/wedging out of rock( where blasting is prohibited) and their intermediate classification of soil including, dewatering wherever required setting out to the required line grades, side slopes trimming bottom and level as shown on the drawings as directed by Engineer-in- charge at site according to technical specifications clause 1603.1,1603.2 and sorting out useful/un useful materials and stacking the same in all leads and lift and transportation of the un-useful materials for filling in road ways, embankments for grades improvements and leveling to the required grade and then disposing of surplus excavated earth in acquired width of roads or on approved dumping sites through all modes of transportation including head load animal load or mechanical means along with its leveling fine dressing and all labour, machineries, materials, tools equipments and safety measures and incidentals necessary to complete the work by all means and labour ( if any required). Recovery for useful stone for 1571.84 cubic metre @ 300/- per cubic metre amounting to Rs. 471552/- shall be done on prorata basis for the quantity of cutting in earth work effected . Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all respect including all leads and lift of material as per direction of Engineer-in- charge.

Excavation in earth work for structure in all heights and depths in all kinds of soil including saturated soil comprising of soil ordinry and hard rock work with chiseling/wedging out of rock( where blasting is prohibited) and their intermediate classification of soil. If water is met in the spring seepage rain and other causes it shall be removed by suitable diversion, pumping and bailing out and the excavation shall be kept dry wherever so required by the contractor at his own cost , including dressing of slopes and beds setting out confirming to required lines, grades , side slopes as shown in the drawing and direction of Engineer-in-charge and transportation soil to road way and then disposing of surplus excavated earth in acquired width of road or on approved dumping sites including its stacking leveling and dressing in all leads and lifts through all modes of transportation including head load animal load or mechanical means or other incidentals to complete the work as per technical specifications clause 305.1. All useful materials, such as stones shingles, aggregate and slates shall be sorted out and stacked along road sides to the maximum possible extent in all leads and lifts through all modes of transportation. Any loss to the public and private property during the course of execution of disposal of serviceable and un-serviceable materials which shall be absolute responsibility of the contractor shall have to be duly compensated by him in all respect. Construction of shoring and bracing removal of stumps and other deleterious material and back filling in trenches with excavated suitable material including all leads and lift of material and as per direction of Engineer-in-charge.

Providing and laying cement concrete for plain/cement concrete 1:6:12 (One cement : Six sand :twelve graded crushed stone aggregate forty miilimetre nominal size) mechanically mixed and vibrated in open foundations and plinths or similar works complele as per drawings and technical specification clause 802,803,1202 and 1203 and curing complete including the 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/cement concrete 1:4:8 (One cement : four sand :eight graded crushed stone aggregate forty miilimetre nominal size) mechanically mixed and vibrated in open foundations and plinths or similar works complele as per drawings and technical specification clause 802,803,1202 and 1203 and curing complete including the 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 concrete M-10(M-Ten) using /crushed stone aggregate 40mm(Forty millimetre ) nominal size ) mechanically mixed and vibrated in open foundations and plinths or similar works complele as per drawings and technical specification clause 802,803,1202 and 1203 and curing complete including the 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 plain cement concrete M-25 (M-twenty five ) mechanically mixed and vibrated in super structure or similar works complete as per drawings and technical specification of Ministry of Rural Development for rural roads August 2004 clause 802,1205.4 and 1205.5 and curing complete including the 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 satisfication as per direction of Engineer-in- charge.

Providing and laying cement concrete wearing course M- 30 (M-Thirty )grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 and curing complete including the cost of form work , binding wire 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-Charges.

Supplying, fitting and placing HYSD bar reinforcement in super structrue complete as per drawings and technical specification Clauses 1002, , 1010 & 1202 including the cost of binding wire 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-Charges.

Random rubble masonry in cement mortar 1:6 ( one cement six sand ) in sub structure as per drawing and technical specification clause 702,704,1202 and 1204 including hauling/carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Coursed rubble masonry in cement mortar 1:5 ( one cement five sand ) (2nd sort) in sub structure as per drawing and technical specification clause 702,704,1202 and 1204 inlcuidng hauling/carriage of all labour equipments and lifts materials to various location through all modes of transportation in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Construction of dry stone masonry for retaining wall, Breast wall, revetment wall and parapets for sub structure and super structure complete as per drawing and technical specification clause 704.6 and 1302.5 including hauling/carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Construction of R.C.C. railing of M-25 (Twenty five) grade using crushed graded stone aggregate ) mechanical mixed and vibrated cast-in-situ with 20 mm (Twenty millimetre ) nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1(One ) in 500 (Five hundred), centre-to-centre spacing between vertical posts not to exceed 2000 mm (Two thousand millimetre ) as per drawing and technical specifications Clauses 800, 900 and 1208.3 and curing complete including form work and reinforcement complete with hauling / carriage of all labour euipments and materials to various location through all modes of transportation in all leads and lifts as per direction of Engineer-in-charge.

Back filling with granular materials behind abutment wing walls and return walls complete as per drawing and technical specification clause 1204.3.8 including 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 dry rubble flooring complete as per drawing and technical specification clause 1303.3 including hauling / carriage of all labour euipments and material to various location through all modes of transportation in all leads and lifts as per direction of Engineer-in-charge.

Providing and laying reinforced cement concrete pipe NP3 or culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement; two sand) but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1106. 900mm (Nine hundred milimnetre) dia including hauling / carriage of all labour euipments and material to various location through all modes of transportation in all leads and lifts as per direction of Engineer-in-charge.

Drainage spout complete as per drawing and technical specification clause 1209 including hauling/carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.

Naveen Sharma