Public Works Department Tender

Earth work in excavation by machenical means in trenches for foundation, drains, pipes, cables, etc.(not exceeding 1.5 mtr in width) and for shafts, wells.cesspits and like not exceeding 10sqm on plan, depth, up to 1.5 mtr.from cutting edge, disposed earth is to be leveled and neatly dressed in) All kind of soil

Ordinary Rock

Hard Rock

Providing laying of the rising main in the excavated tranches rocky surface ad open as per site condition, bevelling, cutting alleging the pipe,circumferntial welding of 350mm dia m.s pipe of 7.1mm thick with one root layer and two additional layerwith 3.14mm and 4mmm ISI marked MS welding rods to fiil the groves between the pipes welding to be done by special/skilled workman handling of pipes with proper tools/tackels empploying semi skilled workman tools/tackales can be tripod stand chain pulleyblocks for rising and lowering of pipes and workability, proper alignement and edge levelingand intial tack welding and final welding to be perfect circumferntial butt welding joints removal of slag before a new laye in place and afterwards defects in the welds to be rectified by filling of cavities etc.The devition/bends are to be fabricated fromavailable M.Spipe of 350mm dia. The complete job include cost of pipes, welding rods gas for cutting and charges of equpiments tools skilled simi skilled labour charges at site.

Providing laying of the rising main in the excavated tranches rocky surface ad open as per site condition, bevelling, cutting alleging the pipe,circumferntial welding of 250mm dia m.s pipe of 7.1mm thick with one root layer and two additional layerwith 3.14mm and 4mmm ISI marked MS welding rods to fiil the groves between the pipes welding to be done by special/skilled workman handling of pipes with proper tools/tackels empploying semi skilled workman tools/tackales can be tripod stand chain pulleyblocks for rising and lowering of pipes and workability, proper alignement and edge levelingand intial tack welding and final welding to be perfect circumferntial butt welding joints removal of slag before a new laye in place and afterwards defects in the welds to be rectified by filling of cavities etc.The devition/bends are to be fabricated fromavailable M.Spipe of 250mm dia. The complete job include cost of pipes, welding rods gas for cutting and charges of equpiments tools skilled simi skilled labour charges at site.

Providing laying of the rising main in the excavated tranches rocky surface ad open as per site condition, bevelling, cutting alleging the pipe,circumferntial welding of 125mm dia m.s pipe of 5mm thick with one root layer and two additional layerwith 3.14mm and 4mmm ISI marked MS welding rods to fiil the groves between the pipes welding to be done by special/skilled workman handling of pipes with proper tools/tackels empploying semi skilled workman tools/tackales can be tripod stand chain pulleyblocks for rising and lowering of pipes and workability, proper alignement and edge levelingand intial tack welding and final welding to be perfect circumferntial butt welding joints removal of slag before a new laye in place and afterwards defects in the welds to be rectified by filling of cavities etc.The devition/bends are to be fabricated fromavailable M.Spipe of 250mm dia. The complete job include cost of pipes, welding rods gas for cutting and charges of equpiments tools skilled simi skilled labour charges at site

Providing , Lowering laying, aligning, fixing in position in pipe line, DI Sluice valve of approved make of following dia complete labour, testing and commissioning along with pipes line as per technical specification and ask for direction of Engineer PN16 .

Providing , Lowering laying, aligning, fixing in position in pipe line, DI Sluice valve of approved make of following dia complete labour, testing and commissioning along with pipes line as per technical specification and ask for direction of Engineer PN16 .

Providing, Loweing, laying, aligning, fixing in position in pipe line, kinetic double Air values of following dia labour, testing and commissioning as per technical specification and ask for direction of Engineer. 80mm

Providing , Lowering laying, aligning, fixing in position in pipe line, DI Non return Valve of approved make of following dia complete labour, testing and commissioning along with pipes line as per technical specification and ask for direction of Engineer PN16 .

Providing , Lowering laying, aligning, fixing in position in pipe line, DI Non return Valve of approved make of following dia complete labour, testing and commissioning along with pipes line as per technical specification and ask for direction of Engineer PN16 .

Providing , Lowering laying, aligning, fixing in position in pipe line, DI Non return Valve of approved make of following dia complete labour, testing and commissioning along with pipes line as per technical specification and ask for direction of Engineer PN16 .

Filling available excavation earth (excluding rock) in trenches plinth sides of foundation etc. layer not exceeding 20mtr in depth.Consolidation each deposite layers by remaining waking, lead upto 50mm and lift upto 1.50m.

Excavating, Supply and filling of local earth (including royalty) by Mechanical transport upto a lead of 5 Km also including ramming and watering of earth in layers not exceding 20cm in trenches of foundation etc, complete.

P/L in position of cement concrete of specified grade exclusively the cost of centering and shuttering all work upto plinth level. 1:3:6(1cement:3 coarse and sand:6 stone aggregate 40mm size).

"R.R masonary with hard ston from Nallah and foundation and plinth includind leveling up with cement con. With 1:6:12 (1 cement:6 coarse and sand:12 stone aggregate 20mm size) at plinth level with cement mortar 1:6 (1 cement: 6 coarse and sand) the cost of centering,shuttering and finishing .

50mm thick flooring in 1:2:4 (1cement :2coarse and sand :4stone aggregate 20mm )folating cost of neat cement

P/L cement concrete specified geade excl. cost of centering and shuttering all in 1:2:4 (1 cement:2 coarse and sand:4 stone aggregate 20mm size).

Providing and fixing D.I man hole cover size 1.5mx1.5m with capacity of 12MT.

12mm thick plaster in 1:3 mix with floating coat of neat cement.

4.4.8 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal siz

\