Tender For Construction Of Rcc Drain From Atiya Pond To Thapak Bagh Via Pathoria - Dismantling Brick Work Or Stone Work In Lime Or Cement Mortar And Including Stacking Of Materials As Directed By Engineer-In-Charge With In A Distance Of 60 Mt. (200 Feet) , jhansi-Uttar Pradesh

Tender For Construction of RCC drain from Atiya pond to Thapak Bagh via Pathoria - Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet) 2 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. Hard Rock (blasting Prohibited) (1523.05×72813) =1108.98 3 Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre)Hard Rock (Blasting Prohibited) (1778.15x.72813) =1294.74 4 Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 3m in depth but not exceeding 4.5 m. (Rate is over corresponding basic item for depth upto 1.5 metre) Hard Rock (Blasting Prohibited) (2352.25.15x.72813)=1712.74 5 Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer- in-charge upto a distance of 30 m. (100) fts) from the foundation trenches. As in item no (251) above but excavation in soil mixed with moorum/shingle/kankar requiring the use of special T&P such as pickaxes. sabbals etc.Ordinary Soil 6 Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer- in-charge upto a distance of 30 m. (100) fts) from the foundation trenches. As in item no (251) above but excavation in soil mixed with moorum/shingle/kankar requiring the use of special T&P such as pickaxes. sabbals etc. Add to items (251-253) for every additional 30m (100) lead or part of 30m. (100ft) or for every additional 1.5m. (5ft.) lift or part of 1.5m (5ft)Rate (178+21) 7 Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer- in-charge upto a distance of 30 m. (100) fts) from the foundation trenches. As in item no (251) above but excavation in soil mixed with moorum/shingle/kankar requiring the use of special T&P such as pickaxes. sabbals etc. Add to items (251-253) for every additional 30m (100) lead or part of 30m. (100ft) or for every additional 1.5m. (5ft.) lift or part of 1.5m (5ft)Rate (178+21+21) 8 Providing and laying Cement concrete 1:4:8 (1cement: 4 coarse sand :8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation 9 Earth work in cutting or in Filling in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre (20) in depth and earthwork in embankment to be in 20 cm(8) layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5fts) lifts and 30 m. (100) lead. The earth from cutting to be used in making filling or to be deposited as spoil banks within 30 metres (100 fts) distance as directed by Engineer-in-charge. Including Cartage 5 km 10 R.C.C work with cement approved coarse sand and 4 cm. (3/4) gauge approved stone ballast in the proportion of 1:1.5:3 in R.C.C.at foundation and footing excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc and also including supply of all materials, labour & T&P etc required for proper completion of the work. Binding wire cost being including in the item. 11 R.C.C work with cement approved coarse sand and 4 cm. (3/4) gauge approved stone ballast in the proportion of 1:1.5:3 in R.C.C Column. excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc and also including supply of all materials, labour & T&P etc required for proper completion of the work. Binding wire cost being including in the item. 12 R.C.C work with cement approved coarse sand and 4 cm. (3/4) gauge approved stone ballast in the proportion of 1:1.5:3 in R.C.C Column. excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc and also including supply of all materials, labour & T&P etc required for proper completion of the work. 13 Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & overlapping & hooks. 14 Mild steel or iron work of small Sizes and sections such as holding down bolts, hold fasts, tie, rods. gratings etc. (when not included in an over all rates) wrought to required form, including supply of steel, bolts, nuts and wastage etc. and their fixing required for proper completion of the work. 15 Dewatering Works During Construction at site for day and night as required the execution of the Entire work Till its complete. The rate including of the pump, fuel labour T & P etc. 16 Provision For Traffic Diversion, Barricading of Road, Providing sign boards, Night Lamps and making arrengement for public Safety on both side of the drain (2*150-300 m) 17 Repairing of damaged telephone cable at urgent basis with labour etc 18 Making Temperary Bunds for totally dry up working space and dismentalling of the same after completiom of work with placement of sandy bags at every 15 m Spacing.

INR 106808 /-

INR 4725600.0 /-

INR 9.05 Crore /-

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