C/o Makowal type structure ( PWS ) at Jhina nallah in GP- Dhar Chandna for the year 2024-25 under APO unit Nerwa

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.50 m, as directed by Engineer-in-charge All kind of soil / Ordinary rock

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 dressingof sides and ramming of bottoms, lift upto 1.50 m, including getting out the excavated soil and disposal of surplus excavated soil as directed by Engineer-in-charge Ordinary rock

Dry stone soiling / pitching 15 cm thick including supply of stones and preparing surface complete

P/L cement Concrete 1:4:8 (1 cement:4 Sand:8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth carriage of material in all lead and lifts

Providing and laying in position specified grade of reinforced cement Concrete work 1:1.5.3 ( 1 : cement: 1.5 Sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth carriage of material in all lead and lifts

Providing steel reinforcement for RCC work including straightening , cutting , bending, placing in position and binding all complete upto plinth & above level carriage of material in all lead and lifts Mild / Tor steel I S I and Medium Tensile steel bars (TMT)

P/L cement Concrete 1:3:6 (1 cement :3 Sand :6 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth carriage of material in all lead and lifts

P/L cement Concrete 1:5:10 (1 cement:5 Sand:10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth carriage of material in all lead and lifts

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 ( 1 cement :6 coarse sand :12 graded stone aggregate 20 mm nominal size ) upto plinth level with carriage of material in all lead and lifts Cement mortor 1:6 ( 1cement : 6 coarse sand )

P/F work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including sentring, shuttering , strutting and propping etc. with wooden battens and ballis, height of propping and sentring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu-reinforced concret and plain concret work in: vertical surfaces such as walls (any thickness) partitions and the like including attached pillaster buttresses, plinth and string cources and the like

Suspended floors, roofs, landing and their support balconnies and access platform etc.

cement concrete flooring 1:2:4 (1cement :2 coarse sand :4 graded stone aggregate ) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete carriage of material in all lead and lifts 40mm thick with 20mm nominal size stone aggregate

Supplying , filling , levelling gravels, for filter boulder , sand , stone aggregate in required thickness, for all lead and lifts complete as per direction of engineer-in charge

Smooth finishing of the exposed surface of RCC work with 6 mm thick cement mortar 1:3 (1cement :3 sand ) carriage of material in all lead and lifts

Providing and fixing of GI pipe ISI 32 mm dia in all respect complete carriage of material in all lead and lifts

P/F of MS wheel valve 32 to 25 mm dia ISI with reducer, nipples etc. in all respect complete carriage of material in all lead and lifts

Providing and fixing of sign board angle iron frames, welded M.S sheet, with painting and writting etc.in all respect complete.

BASANT SINGH

Dinesh Kumar Govt Contractor

AMIT KUMAR

HIRA SINGH

ATUL SISODIA

arun thakur