Construction of Naglari Nallah to Nahin and Ghat in Gram Panchayat Nohanda km.0-0 to 11-490

Amount

Excavation in soil in hilly area by mechanical / manuals mean in all heights and depths in all kinds of soil including ordinary rock, hard rock(requiring blasting), hard rock(blasting prohoibited),marshy soi and their intermdiate classification including dewatering wherever required, setting out to the required line, grades, side slopes, and width canber superelevation 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 useful materials for filling in road ways, embankment for grade 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 including 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 17784.44 Cum @ Rs.300/-per cum amounting to Rs.5335320/- 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 ordinay rock,hard ock(Requiring blasting), hard rock(blasting prohibited), marshy soil and their intermediate classification. If water is met due to stream floor 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 conforming to required lines, grades , side slopes as shown in the drawing and as per direction of Engineer-in-charge and transportation of soil to road way after dacking filling 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 305.2. 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 H.P.P.W.D.specification &MORD technical specification 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 1:5:10 (One cement : four sand :eight graded crushed stone aggregate 40mm (forty milimetre nominal size) nominal mix as per drawing and HP.PWD.specification &MORD technical specifications clauses 802,803,1202 and 1203 including the cost of form work 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.

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 HP.PWD. specification/MORD technical specification clause 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.

Providing and laying reinforced cement concrete in Sub structure complete in any height as per drawings and technical specification clause 1206, in R.C.C grade M-25 ( M- twenty Five) and curing complete including the cost of form work 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 reinforced cement concrete in Super structure complete in any height as per drawings and technical specification clause1401.4 in R.C.C grade M-20( M- twenty) and curing complete including the cost of form work 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.

Random rubble masonry in cement mortar 1:6 ( one cement: six sand ) in sub structure as per drawing and technical specification clause1604 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 NP3for 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 1303including 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 rubble flooring laid over cement concrete bedding 150mm thick in M 10 grde concrete complete as per drawing and technical specifications Clause 1303, stone bedes' in cement mortar 1:5 (one cement:five sand) and joints filled with cement mortar 1:5 (One cement :fivesand) 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.

Supplying , fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specification clause 1001 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.

Drainage spouts complete as per drawing and technical specifications clause 1404.5 within all leads and lift and carriage of material in all respect as per direction of Engineer-in-charge.

Construction of unlined drain average X-section area 0.40 sqm (zero point forty squre metre) in all kinds of soil by manual/mechanical means as per technical specification clause 300 & 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.

Nveen Sharma

MSC Roads and Bridges Private Limited

AJAY PATHANIA

Dinesh Kumar Sharma Const. (P) Ltd

Ashadeep Construction Pvt Ltd