C O PHC Building at Sheelgaht

Amount

Preparation of sub grade by dressing to combor (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HP.PWD specifications and as directed by the Engineer in Charge.

Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD specifications and as directed by the Engineer in Charge.

Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 150 mm spread thickness (finished work including materials and labour) including all leads and lifts, as per HPPWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge.

Granular sub-base /base / surface coust with local material (Table 400.13) by mix in place method normal construction of granular sub- base by providing lcoal material spreading in uniform fayers with motor grader on prepared sureface , mixing by mix in place methord withrotavator eat once and compacting with smooth wheel roller to achiveve to desired density complete as per clause 401.4 as per techanical specificaton clause 408

Providing and Laying concrete concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge

Providing and laying duty precase cemtn concret inter locking paver blockes vcibro compacted up ot M-50 grade including border of kurb block grey or coloured over sub base of connrefete with 25 mm thich avaerage thickness of cement mortor 1:4 (1 cment 4 sand ) laid over and jointed wht neat coment slurry mixed wht pigment to match the shade of blockes including curring rubbin as polishing complete (sub-Base concrete floor to be paid for 60 mm thick inter loaking blockes wih in all leads and lifts as per direction fo Engineer in charge

steel work welded in build up section trusses and framed work including cutting hoisting fixing position and applying a priming cost of rd lead paint including carriage ofm aterila wigthih all leads wihin al leads and lifts :- in grating framed gurard sbars ladders and railing brakesrs and similar works

Providing and fixing G-I chairn link febric fencing of required width of mesh sixe 25x25 mm including strengthing with 2 mm dia wire or nuts bolt and washers as required complete as per the direction of Engineer in Charge

Providing and fixing 0.63 mm thick prelainintated steel sheets Durashing of apofed barand and shad and design in roofing with hot dipped matallic sinic coatd sheet with top coat of regular modifiedl polyster (RNP) organic coating of 20 m mircrons over 5 mirioons primer coating to back coat of polyster of 5 microns over 5 moridns primer costing including fixing G I self drulling screws of requried size / peliminated iron Jor l hooks bolts and nbuts 6mm dia meter with prolimatnated limpet and rubber wahser complete up to flooer all level with all accorsiceresa as requres as per direction of enginer in charge

Excavation in soil in Hilly Area in all kind of sand by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead and lift as per Technical Specification Clause 1603.1 and as per HPPWD, specification of 1990 Volume-I, or as directed by the Engineer-In-Charge.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitable material.useful material available from excavation to be properly stacked and handed over to the department free of cost including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge

Providing and Laying concrete concrete 1:6:12 (1cement: 6 sand: 12 graded stone aggregate 40mm nominal size)for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge

Providing and Laying concrete concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge

Providing weephole in brick masonary/stone masonry ,plain/reinforcement cement concrete abutment,wing wall,return wall with 100mm dia AC pipe extending through the full width of structure with slop of 1(V);20(H) towards drawing face complete as per drawing and technical specification clauses614,709,1204.3.7.

Back filling behind abutment wing wall and return complete as per drawing and technical specificastion including all leads and lifts, as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-Charge.

Back filling behind abutment wing wall and return complete as per drawing and technical specificastion I cluse 1204.3.8 and , as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-Charge.

RAJNEESH THAKUR