i) Construction of Toe Wall to approach road of Tube Well site at Kushalpur Suchetgarh station under WSS Suchetgarh (Under NABARD)

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

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

15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand)

Carriage of sand & stone aggregate (Crushed) upto 40 mm by Mechanical Transport from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 45 km

Carriage of sand & stone aggregate (Crushed) upto 40 mm by manual means from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 300 mtr.

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead. For thickness of tiles above 25 mm and upto 40 mm.

Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge.

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in- charge: 1:3:6 or richer mix (i/c equivalent design mix)

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100mm dia (L)

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80mm dia (L)

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65mm dia

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 50mm dia

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 40mm dia

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 20mm dia

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 15mm dia

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:

Welding, including transportation of plant at site etc. complete By electric plant

Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main 15 mm nominal bore

Providing and fixing brass bib cock of approved quality. 15 mm nominal bore

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete. 25 to 40 mm nominal bore

Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) . Dark shade using ordinary cement.

MOHD SHARIEF LONE

M/S SANDEEP KUMAR GOVT CONTRACTOR

RAKESH KUMAR GUPTA

SHIV SARAN GUPTA

ANIRUDH GUPTA