E NIT No 10 PDC Khaltsi

Amount

Material and Labour for conduting CBR (California Bearing Ratio Test) at the desired location in presence of the Engineer-in-Chage and taking the samples to the NAC Approved lab for testing and three copis of the test to be submitted to this office for Perusal

Material and Labour for conduting Proctor Test at the desired location in presence of the Engineer-in-Chage and taking the samples to the NAC Approved lab for testing and three copis of the test to be submitted to this office for Perusal

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.

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: Ordinary Rock

Providing and laying in Position Cement Concrte of Specific grade excluding the cost of Centering and Shuttering all complete. All Works Upto plinth Level(1:3:6) (1:Cement 3 Coarse Sand 6: 40 MM nominal Size Aggregate) for the bed of R Wall At Spots

Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: with Cement mortar 1:6 (1 Cement : 6 coarse sand) @ 0.82Qtl cement per cum of masonry At Spots

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness)including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain ndow sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:2:4 (1 cement : 2 coarse sand : 4 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 Qty vide Side Drain.

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 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, leveling 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 (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to ,be paid separately).

Carriage of different material by mechanical transport including loading unloading stacking upto site of work:Cement for avg lead upto 170km

Carriage of different material by mechanical transport including loading unloading stacking upto site of work:Sand and Fine aggregates from source to site upto 65 km

Carriage of different material by mechanical transport including loading unloading stacking upto site of work:Stones and Coarse aggregates from source to site upto 65 km

M/S RIGZEN PALJOR GOVT CONTRACTOR

M/S THINLAS NURBOO GOVT CONTRACTOR