Construction of road from Kodewala to Bhagtawali km 0/0 to 1/0.(SH-construction of 10.80 mtr span R.C.C. Box cell culvert at additional RD 0/535).Under MNP.

Amount

Excavation in foundation for all type of bridge structures in all depth including setting out construction of shoring and bracing removal of stumps and other deleterious materials including dressing of sides and bottom and back filling in trench with excavated suitable materials. All works of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion , damage to hill side ,water polution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock ( where blasting is prohibiated) all earth work in cutting /excavation including rock excavation shall be carried out true to limes , grades,side slops, width,camber super elevation and level as shown on the drawings or as directed by the Engineer-in-charge. Hauling and stacking of materials usefull for construction and suitable sites and safe disposal of lunserviceable cut materials by all mode of transporations in all leads and lifts at specified pplaces. In specified manner, systematicaly and due consideration to avoid adverse effects on inveironment trimming filling of unevennes blindageand finishing of the road to specified dimention.If the foundation the structure is in an area with stagnent water or water with in the excavation due to spring seepage rain and other causes it shall be removed by suitable divversion, bailling out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private propertly during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his on own cost in all cases.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) including carriage of materials within all leads,lifts & other incidential complete as per direction and entire satisfaction of the Engineer-in-Charge.

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20 RCC 1:2:4 in foundation. including carriage of materials within all leads,lifts & other incidential complete as per direction and entire satisfaction of the Engineer-in-Charge.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical specification, RCC Grade M25 (Twenty five) , using concrete mixer for solid slab super-structure, upto all heights including carriage of materials within all leads,lifts & other incidential complete as per direction and entire satisfaction of the Engineer-in-Charge.

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawings and Technical Specification including carriage of materials within all leads,lifts & other incidential complete as per direction and entire satisfaction of the Engineer-in-Charge.

Providing drainage spouts complete as per drawing and Technical specifications including carriage of materials within all leads,lifts & other incidential complete as per direction and entire satisfaction of the Engineer-in-Charge.

Providing and laying Cement concrete wearing coat, M-30 grade including reinforcement complete as per drawing and Technical Specifications including carriage of materials within all leads,lifts & other incidential complete as per direction and entire satisfaction of the Engineer-in-Charge.

Providing and laying boulder apron laid in wire crate made with 4 mm (four millimetres) dia G.I. wires conforming to IS:280 & IS:4826 in 100mmx100 mm (One hundred millimetres into hundred millimetres) mesh ( weaved diagonally) including 10% ( ten percent) extra for laps and joints laid with stone boulder weighing not less than 40 kg( forty killogramme) each complete including carriage of materials within all leads,lifts & other incidential complete as per direction and entire satisfaction of the Engineer-in-Charge.

Backfilling behind retaining wall/breast wall/abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, granular material including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge.

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Construction of embankment with approved material obtained from borrow pits with a lift upto any height transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 & 300.2 with all leads as per Technical Specifications clause 301.5 including all leads lifts and carriage of materials, as per the direction and entire satisfaction of the Engineer-In charge.

Providing and laying 900 mm dia (nine hundred millimetre diametre) reinforced cement concrete pipe NP2 for 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 1108, including all leads lifts and carriage of materials, as per the direction of Engineer-In charge.

Anju Kumar

IQUBAL

Nazar Ali

Mumtaj Ali Civil Contractor

Bhupender Chauhan

Basti Ram

saurabh sharma