| | Sector | abcCivil Works | Tender Value | INR 23.89 Crore approx. | | Location | Uttaranchal - India | Ref.No | 86775612 | | Closing Date | 03 - Sep - 2025 | | | | Construction of Overall Infra at Mahasu Devta Hanol ,2.0 ,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 for all lift, as directed by Engineer-in-charge.
All kinds of soil ,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 1 0 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
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 dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soils / ordinary rock ,Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. ,Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. ,Extra for every additional lift of 1 . 5 m or part thereof in excavation I banking excavated or stacked materials.
All kinds of soil ,Extra for every additional lift of 1 . 5 m or part thereof in excavation I banking excavated or stacked materials.
Ordinary or hard rock ,Supplying chemical emulsion in sealed containers including delivery as specified.
Chlorpyriphos/ Lindane emulsifiable concentrate of 20% ,Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level
1 36 (1 Cement 3 coarse sand (zone-Ill) derived from
natural sources 6 graded stone aggregate 20 mm nominal size derived from natural sources) ,Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1 36 (1 Cement 3 coarse sand (zone-Ill) derived from natural sources 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size
250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing. ,Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass
concrete ,Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. ,Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies and access
platform ,Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and
cantilevers ,Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts ,Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or
more. ,Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.
Note Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level
Concrete of M25 grade with minimum cement
content of 330 kg /cum ,Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse |
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