Construction of Dimerchahri to Gashini road Km. 0-0 to 6-500.

Amount

Excavation in soil in hilly area by mechanical / manual mean 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 and 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, embankment for grades improvement 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( If any required) .Recovery for useful stone of 7959.74 Cum @ Rs.300/-per cum amounting to Rs.2387922/- only 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 lifts 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 ordinary, & blasting work soft and hard rock 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 required 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 stone shingles agg. and slates shall be sorted out and stacked along road sides to the maximum possible extent in all leads and lifts. Any loss to the public and private property during the course of execution of disposal of serviceable and un-serviceable materials shall be absolute responsibility of the contractor which shall have to be duly compensated by him in all respectincluding all leads and lifts of materials as per direction of Engineer-in-charge.

Providing and laying cement concrete for plain/reinfocement concrete 1:6:12 (One cement : Six sand :twelve graded stone aggregate 40mm (forty miilimetre nominal size) mechanically mixed in open foundations and plinths 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 in open foundation 1:4:8 (One cement : four sand :eight graded crushed stone aggregate 25mm ( twenty five milimetre nominal size) mechanically mixed in open foundations and sub structure of retaining walls, Breast walls and parapets etc. complete 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 in open foundation complete as per drawing and technical specification clause 802,803,1202 and 1203 PCC. Grade M-10 (M-Ten) using graded stone aggregate 40mm (forty millimetre nominal size) including the cost of form work and curing and curing 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.

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 1206 including hauling/carriage of all labour equipment and materials to various location through all modes of transportation in all leads and lift to the entire satisfaction of Engineer-in-charge.

Coursed rubble stone masonry (2nd sort) in cement mortar 1:5 (one cement: five sand) in sub structure complete as per drawing and technical specification clause 702,704,1202 and 1206 including hauling/ carriage of all labour equipment 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.

Construction of dry rubble masonry for breast and retaining wall , revetment wall and parapets etc for sub structure and super structure as per drawing and technical specifications clause 1604 and 704.6 complete in all respect including hauling/ carriage of all labour equipment 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.

Back filling with granular materials behind abutment, wing walls and return walls complete as per drawing and technical specification clause 1206.3 including haulage/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 reinforced cement concrete pipe 900 mm (Nine hundred milimetre) dia NP3 for culverts on Ist class bedding of granular material in single row including fixing collar with cement mortar 1:2 ( One cement : 2 sand ) but excluding excavation protection work and back filling concrete and masonry work in head wall and parapets clause 1101 including hauling/ carriage of all labour equipment 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.

Providing and laying dry rubble flooring as per drawing and technical specifications Clause 1303.3 including hauling/ carriage of all labour equipment 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.

Providing and laying of boulder upron laid in wire crates with 4mm (four milimetre) dia G-I wire confirming to IS 280 and IS 4826 in 100mmx100mm (one hundred milimetre x one hundred milimetre) mesh wooven diaganally including ten percent extra for laps and joints laid with stone boulder weighting not less than 25 kg (twenty five kilogramme) each as per drawing and technical specification clause 1301 including haulage/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.

Construction of unlined drain average X-section area 0.40 sqm (zero point forty squrementre) in all kinds of soil by manual/mechanical means as per technical specification clause 1606 including hauling/carriage of all labour equipment and materials to various location through all modes of transportation in all leads and to the entire satisfaction of Engineer-in-charge.

DURGA PARSAHD

UMAR CONSTRUCTION

Dinesh Kumar Sharma Const. (P) Ltd