Improvement of Existing Walkways And Stairs at Dharamshala

Amount

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and leads.

Dismantling paved / tiled floors laid in mortar on existing pavement/stairs including stacking of serviceable materials and disposal of un-serviceable materials at all lifts and leads as directed by the Engineer in charge.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Plain cement concrete M10 grade 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.

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

Reinforced Cement Concrete (RCC Grade M25) in Open Foundation, drains and culverts including formwork but excluding reinforcement complete as per Drawing and Technical Specifications.

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications:-Random Rubble Masonry

Providing and Laying cement concrete 1:4:8 with 15% plums and curing complete including the cost of formwork for plain/reinforced concrete in retaining walls, breast walls, the size of plum should be 150 to 300 mm as per drawing and HP.PWD technical specifications.

Providing weep holes in Stone masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Construction of Precast R.C.C (M25)rectangular Drain and cover for storm water including earthwork, sand bed, formwork, reinforcement, and lifting and placing in position at site and grouting the joints, etc. complete as per drawing and specifications

Construction of Precast R.C.C (M25)Saucer Drain including earthwork, sand bed, formwork, reinforcement, and lifting and placing in position at site and grouting the joints etc. complete as per drawing and specifications

Plain Cement Concrete (PCC Grade M15) well compacted including formwork and curing wherever required for concrete base laid to line and level for laying paver blocks, complete as per Drawing and Technical Specifications.

Steel work welded in built up sections / framed work, including cutting, hoisting, fixing in position :-In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works:-In grating framed guard bars,ladders railing, brackets and similar works

Edge Strip Along the Row as per drawing and technical specification and as directed by Engineer-in-charge

Extension of existing Man Hole as per drawing and technical specification and as directed by Engineer-in-charge

MS Railing fixed along the Street as per drawing and technical specification and as directed by Engineer-in-charge

Providing and laying heavy duty precast cement concrete inter locking paver blocks vibro compacted upto M-50 grade over service corridor i/c border or kurb block grey or coloured over sub-base of 30mm thick sand bed :- 60mm thick as per design pattern and colour approved

Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).

Relocating of existing pipes with required fittings including trenching and refilling etc. complete all as per drawing and technical specification and as directed by Engineer-in charge:-External work

Providing and fixing 15 mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc.:-External work

Foundation for 7m high Street Light pole as per drawing and Tech. spec.

Ajay Kumar Sood Engineers and Contractors

universal fabricators

A S ENTERPRISE

ADITYA CONSTRUCTION CO