NFB/Civil/CW-306

Amount

Demolishing brick works, lime concrete manually/ by Mechanical Means and dsiposal of dismantling material within 1000 meters lead , as per direction of EIC

Earth work in excavation by mechanical means (Hydraulic excavator)/manualmeans over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth leadupto 1000 m and lift upto 1.5 m, as directed by Engineer-in-charge :All kinds of soil

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more,

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work, all works in plinth level and in superstructure upto 10 mtr height in respective items Foundations, footings, bases of columns, etc. for mass concrete up to plinth level

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)

15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand)

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : 75 mm nominal inner dia Pipes

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve and tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge No separate payment shall be made for providing Item of joint fillers dowel bars with sleeve and tie bars .

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specificationincluding premixing the material with water at OMC in for all leads & lifts, layingin uniform layers with mechanical paverfinisher in sub- base / base course onwell prepared surface including excavation as and where required andcompacting with vibratory roller of 8 to 10 tonne capacity to achievethe desireddensity, complete as per specifications and directions of Engineer-in-Charge.Note: This work also includes :Brick edging laid lengthwise whereever required with half brick depth including excavation,refilling and disposal of surplus earth lead upto 50 metres : With commonburnt clay F.P.S. (non modular) bricks of class designation 7.5

M/s. SHIVA ENTERPRIZES

Bindal Constructions

VARINDER KUMAR BANSAL CONTRACTOR

JAI BALAJI CONSTRUCTION COMPANY

M/s Azure Infrastructure Construction Co.