Excavation of pits/ trenches for water supply pipeline repair and maintenance works

Cable lug of size 185 sq.mm. type 185/m12 cu vzn confirming to clw spec no. clw/es/3/0130 alt-n or latest

Earthwork for excavation of trenches for laying of hdpe ugps construction of pump room construction of sump well pumping system and electric work in pump room complete at stp kot shamir tehsil and district bathinda

Excavation in trenches for foundation,material and labour for cement concrete,material and labour for mild steel tmt bars,material and labour for roof trusses,supply and fix for mild steel plates,supply and fix mild steel screw bolts,material and labour for preparation of new painted steel surface of any descripation,supply and fix pre painted galvalume aluminum zinc coating gi based corrugated,material and labour reinforced cement concrete nominal mix

Lt sw. gear panel as per soq,lt sw. gear panel as per soq,3.5c x 300 sq.mm power cable as per soq,3.5c x 240 sq.mm power cable as per soq,95 sqmm unarmoured single core copper cable,200 a,36ka,fpmccb,400 a,50ka,fpmccb,power cable above 185 sq. mm and upto 400 sq. mm,end termination 3.5 x 240 sq. mm 62mm,end termination 3.5 x 300 sq. mm, 70mm,straight through joint 3.5 x 300 sq. mm,cable tray 300mm width x 50 mm depth x 1.6 mm thickness,25 mm x 5 mm g.i. strip,earth bus of 50 mm x 5 mm copper strip,cement concrete 1 ratio 2 ratio 4,cement concrete 1 ratio 1.5 ratio 3,centering and shuttering,steel reinforcement for r.c.c. work

Dismantling of 5 hp motor gear box and fabricated cantrol,material and labour for making,material and labour for disconnecting and removing,supply only bearings suitable for 5 hp,material and labour for servicing of gear box,supply and fixing in replacement of power ac contractor,supply and fixing in replacement of variable,supply and fixing in replacement of heavy duty,supply and fixing in replacement chain,material and labour for maintenance servicing,supply and fixing in replacement three phase,supply laying testing and commissioning,supply and laying of dwc pipe isi marked,supply and fixing 10 mm dia steel string,material and labour pcc,excavation in trenches not exc,returning filling in including spreading,removing excavated soil

Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse,earth work excavation for foundation in trenches to a depth of more than 3 meters,providing and laying lime concrete mixed with 50 percent lime,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones,construction of rr masonry gravity retaining wall in in lime mortar,reconstruction of rr masonry base with available stones in lime mortar,reconstruction of the fallen fortification wall in lm,back filling the breach with gravelly earth mixed with boulders with proper compaction,providing stone pitching

Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc for 226.80 sq mtr,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches for 24.30 cu mtr,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc for 277.38 cu mtr,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse for 35.64 cu mtr,earth work excavation for foundation in trenches to a depth of more than 3 meters for 219.51 cu mtr,providing and laying lime concrete mixed with 50 percent lime for 33.21 cu mtr,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones for 25.92 cu mtr,construction of rr masonry gravity retaining wall in in lime mortar for 283.50 cu mtr,reconstruction of rr masonry base with available stones in lime mortar for 35.64 cu mtr,reconstr

Surface excavation n exc not exceeding 30 cm deep and averaging 15cm deep and getting out,excavating in trenches n exc 1 5 m wide and n exc 1 5 m in depth for foundation etc or for shafts wells cesspits manholes pier holes etc n exc 10 sq m on plan and n exc 1 5 m in depth and getting out,providing and laying sand filling under floors or in foundations including watering and consolidation,providing and laying bricks sub class b laid flat in floors old size bricks,material and labour cement concrete in foundations filling and mass concrete type b2 1 2 4,material and labour boring holes 3 m deep in soil for under reamed piles and getting out and disposal of spoil to a distance of n exc 50 m,providing and laying rcc nominal mix in foundations including rafts footings foundation beams plinth beams bases for columns etc,providing and laying brickwork with subclass b bricks straight or curved on plan exc 6m mean radius built in cement mortar 1 4,providing and rendering 12mm thick on fair faces of brick work or conc