6000NITTenderWork0004

Providing Hydraulic Exavator of 0.90 cum bucket with 138 HP

Exavation in foundation in soil mixed with mooram,shingle, kankar requiring the use of special tools and plant such as pickaxes, sabbals etc. including lift upto 1.50m and lead upto 30m and including filling watering and ramming of exavated earth into the trenches or into the sides of foundation trenches or iinto the plinth and removal and disposal of surplus earth as directed engineer in charge

Cartage for Disposal of all malba surpluse earth etc upto 5.00 Km

Providing and laying PCC with cement, C Sand and 40 mm gauge stone ballast in 1:4:8

RCC Work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:1.5:3 in Raft foundation and Footing

Supply, Fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications including supply of all material, labour, Tools & Plants etc. required for proper completion of work

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work

Apply two coat superior synthetic enamal paint including primer coat on steel surface

Errection of barricades consisting of two row of horizontal wooden ballies 8 cm dia at 45cm center to center and vertical posts of 8cmx10cm size wooden bargas or 10 cm dia ballies 2.10 meter center to center 1 mtr to 1.25 mtr projection above ground level and 0.45 mtr embeded below ground level, securely tightened with superior quality of fine narial rope, including supply of all material] labour, T&P etc. Required for proper completion of the work according to standard design issued wide C.E's No. 4261C/1013C/74 Dated 2-8-74, but in metric dimension given above and as directed by the engineer in charge and including its removal, leveling and dressing of the site when done with.

First class B/w in 1:4 Cement C'sand mortor in Sub Structure including supply of all meterial labour t&P etc required for proper completion of work

12 mm thick Plaster with cement & course Sand of 1.25 FM Mortar in 1:4

Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I.

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