Construction of Vehicular Underpass Near Lift

Cutting and disposal of earth work in by mechanical in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site., according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ). The recovery for stones, whether use full or not for 414.30 cum @ 300/-only(Rupees three hundred seventy only) per cubic metre shall be effected on prorata basis in all circumstances. All the surplus excavated earth to be dumped at dumping site(dumping sites will be arranged by the contractor on his own cost). Any loss to the public and private propriety, human being, machinery during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Providing concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clauses 802,803,1202 & 1203. P.C.C. M-15 grade (1:2.5:5)complete within all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge

Plain/Reinforced Cement Concrete (R.C.C. Grade M 35) in Open Foundation complete as per Drawing and Technical Specifications. complete within all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge

Plain/Reinforced Cement Concrete (R.C.C. Grade M 35) in Sub structure complete as per Drawing and Technical Specifications.complete within all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 complete within all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8complete within all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge

Back filling behind abutment,wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 granular material.complete within all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge

Providing weepholes in brick masonry/stone masonry/plain reinforced conrete abutment,wing wall, return wall with 100 mm dia. PVC pipe extending through the full width of the structures with slope of 1(v) : 20 (H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7.complete within all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge

Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 complete within all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge

Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) complete within all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge