Prov. GWSS Noon Khad to Jahoo Bani Basa and kungal Balti

Amount

Excavation in foundation trenches etc.(for pipes & pits upto all depth) in earth work in all classification of earth work such as pick work, jumper work, saturated soil , blasting soft/hard rock or chiselling soft/ hard rock including wedging out of a rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering and dewatering where ever required, stacking the serviceable/unserviceable materials/soil separately and after laying and jointing of pipes, returning the usable soil in trenches in 15 CM layers including consolidation of each deposited layers by ramming and watering and then dispositng of all surplus excavated soil, useable materials as directed within all leads/lifts including restoration of metalled surfaces to its original condition and including cost of diversion for traffic night signals, fixing caution boards, crossing over trenches for access to houses fencing etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.Pick Work 70% Jumper Work 30%

Prov.and laying cement concrete 1:4:8 (1Cement: 4Sand: 8Graded stone agg.20mm nominal size)& curing complete excluding cost of form work in foundation and plinth complete.

Prov.and laying cement concrete 1:1:2 (1Cement: 1Sand: 2Graded stone agg.20mm nominal size)& curing complete excluding cost of form work in foundation and plinth complete.

Foundations, footings bases of columns and the like and mass concrete.

Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses, plinth and string courses etc. from top of foundation upto floor two level

Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :-

Flat surfaces such as soffits & suspended foors, roofs, landing and the like. Floor etc. upto 200mm in thickness.

Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like.

Edges of slabs & breaks in ploors & wall under 20 cm wide

Providing in RCC work smooth finishing of the exposed surface with Cement mortar 1:3 (1 Cement : 3 Sand) & as per direction & to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete 1 :2 : 4 ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete work complete as per direction & to the entire satisfaction of the Engineer-in-Charge. in :-

In suspended floor roofs ,landing and shelves and their support.balconies , beams,girders, bressumers and contilever up to floor two level

Providing mild steel / tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete upto floor two level complete in all leads and lifts . Tor Steel.

Steel work welded in built up sections, trusses and fremed work, including cutting, hoisting, fixing in position and applying a priming coat of red lead paint complete

In gratings, framed guards, bars ladders railings brackets,M.S. gate (Min. 50 Kg) and similar works

Manufacturing , Supplying & fixing of MS Man hole cover of size 60x60 cm Frame fixed with angle iron of size 40x40x5mm and top fixed angle iorn 25x25x5mm with MS sheet 3.15 mm thick including cutting. Welding and painting two coat with red oxide and making locking arrangement complete with reputed lock i.e Link/ Harison make (HEAVY DUTY) complete in all respect as per direction of Engineer-in-Charge.

Constructing chamber 1000x1000x1000 mm inside size for sluice valve, with chained lid & RCC top slab1:2:4( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) 100 mm thick foundation concrete(1cement : 5sand :10graded stone sagg. 40mm nominal size) and inside plastering with cement motar 1:3(1cement : 3 sand) finished with a floating coat of neat cement including curing complete with 150mm thick RCC walls in c.conc.1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) complete with form work and reinforcement with 6mm bars not exceeding 150mm centres both ways & as per direction & to the entire satisfaction of the Engineer-in-Charge.

Laying jointing testing in trenches to be levelled to grade galvanised mild steel tube light grade of following nominal dia including fittings complete(earth work to measured and paid for seperately)

32 mm Nominal Bore

40 mm Nominal Bore

Providing and fixing brass full way valve with wheel of following nominal bore complete

32mm Nominal bore

40mm Nominal bore

JAWAHAR JISHTU