Himachal Pradesh State Electricity Board Limited Tender

Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete - With 2nd class teak wood beading 62x19 mm (I.No.9.51 + 9.51.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels - Udaipur green marble - Area of slab over 0.50 sqm (I.No.8.2 + 8.2.1 + 8.2.1.2)

18.12 Providing and fixing 15 mm G.I. pipes complete with G.I. fittings including trenching and refilling etc.

18.47 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :G.I. Union 15mm nominal bore

18.12 Providing and fixing 20 mm G.I. pipes complete with G.I. fittings including trenching and refilling etc.

18.47 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :G.I. Union 20mm nominal bore

18.12 Providing and fixing 25 mm G.I. pipes complete with G.I. fittings including trenching and refilling etc.

18.47 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :G.I. Union 25mm nominal bore

18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :15mm nominal bore

18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :20mm nominal bore

18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25mm nominal bore

19.7.1.1 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Pproviding and laying 110mm dia PVC pipe .

2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.

Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all comp with cement mortar 1:4 (1cement: 4 coarse sand) (I.No.14.1+14.1.2)

Centering and shuttering including strutting, propping etc. and removal of form Foundations, footings, bases of columns, etc. for mass concrete.

16.3 Supplying and stacking at site.Over burnt (Jhama) brick aggregate 90 mm to 45 mm

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size

Removal of slips in all kinds of soil (including saturated soil but excluding boulders and rocky portion requiring blasting )upto a distance of 1Km. dosposing of un-serviceable materials, stacking serviceable materials and neatly dressing the surface.