construction Makhowal structure at Padol in GP Naina-Tikkar

Amount

Construction of Intake Structuires Sub Surface Dykes (Makowall Structure) in PADOL KI KHALI in G.P. NAINA TIKKAR

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm, breaking clods, watering,rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and topmost layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 mtr.All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level 1:3:6(1cement:3sand:6 graded stone aggregate 40mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for: Walls (anythickness) including attached Pilasters, butteresses, plinth and string courses etc.

Providing and laying cement concrete 1:2:4(1 cement:2sand:4 graded stion aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- (A) Walls (any thickeners but not less than 0.10mtr. thickness)including attached buttresses, pilasters plinth and string courses etc.

(B) Reinforced cement concrete work in beams,suspended floor, roofs,having slope up to 15° landings, balconies, sheles, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth leval up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) :3 graded stone aggregate 20 mm nominal size).support balconies, beams, girders, breassumers and cantilever upto floor two level.

P/L C.C.1:3:6 (1cement:3sand:6graded stone aggregate 40mm nominal size) excluding cost of centering and shuttering in walls including attached buttress, pilasters and their caps andstring courses etc. uoto floor two lavel.

Extra for laying stone work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc.complete.

Providing steel reinforcement for RCC work including straightening, cutting, bending, all complete upto plinth levelbenging,binding and placing in position complete upto floor two level.(Mild steel and Medium Tensile steel bars

15mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating cost of neat cement on the rough side of single or half brick wall.

Providing and laying G.I. Pipe 90 mm dia.

Providing and laying G.I. Gate Valve 90 mm dia.

Providing and fixing sign Board at site (75x60 cm.) complete in all respect.

GAUTAM DUTT

Kapil Dev

Arun Kumar

Ashok Kumar

RAVI DUTT CONTRACTOR