Tender For The Work Of Developing The Raw Drain Currently Flowing From Fatehganj Vegetable Market To Sahabganj In Ayodhya Into Rcc Drain Part 1, Construction work of storm water drainage/ Nala in to RCC Drain from Fatehganj sabji mandi to Sahabganj in Ayodhya. (Part-1) Sl. No. Item Description 1 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform DSR: 14.72 2 Clearing jungle including uprooting of rank vegetation, grassDSR 2.31 3 Excavation work by mechanical means (Hydraulic excavator)/ manualmeans in foundation trenches or drains (not exceeding 1.5m in width or10 sqm on plan)DSR 2.9.1 4 20 mm Thick G.S.B.ANALYSIS 5 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) DSR 4.1.8 6 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1:2 in Slab supply of reinforcementthe concrete shall not beless than M-25.DSR 5.33.1 7 Mild Steel or iron in plain work such as RCC or R.B.DSR 5.22.6 8 Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete.DSR 5.9.1 9 Centering and shuttering including strutting, propping etc. and removal of form for all heights :Columns,Pillars, Piers, Abutments, Posts and Struts.DSR 5.9.6 10 Centering and shuttering including strutting, propping etc. and removal of form for all heights :Edges of slabs and breaks in floors and walls Under 20 cm wide.DSR 5.9.16.1 11 Earth work in Excavation in trenches for foundation, pipes ,cables etc. in ordinary soil (Loam clay or sand) including lift upto 1.5 m.,lead upto 30m. And dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the EngineerDesilting, Dredging, Deeping , Dewatering , in pond including 1.5 mt. lift and 30 mt. lead with all.D.S.R.-2.6.1 12 Shiftting of SludgeD.S.R.-1.1.2 13 PUMPING OUT WATER CAUSED BY SPRINGS, TIDAL OR RIVER SEEPAGE, BROKEN WATER MAINS OR DRAINS AND THE LIKE.(DSR 14.23)45 Days x 50 Kl per Day 14 Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).DSR 2023 - 15.23.1 15 Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet).DSR 2023 - 15.7.4 16 Disposal of Malba upto 8 KmDSR 2023 - 15.60 17 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.DSR 2023 - 2.6.1 18 Compacted Earthen water barrier in layer including leveling, dressing and watering and also including of supply of earth including carted loading & unloading as per direction of Engineer incharge.DSR 2023 - 2.25(a) 19 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.DSR 2023 - 2.28.1 20 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :For pipes 350 to 450 mm diameterDSR 2023 - 19.21.3 21 Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator,supervising engineer etc. for cleaning and partial desilting of manholesand dechocking of sewer lines. Dechocking and flushing of sewerline from one manhole to another by high pressure jetting system of2200 PSI for sewer line from 150mm dia upto 300mm.DSR 2023 - 14.77 22 Pumping OUT WATER CAUSED BY SPRINGS, TIDAL OR RIVER SEEPAGE, BROKEN WATER MAINS OR DRAINS AND THE LIKE.(DSR 14.23)30 Days x 100 Kl per Day 23 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform DSR: 14.72 24 Clearing jungle including uprooting of rank vegetation, grassDSR 2.31 25 Excavation work by mechanical means (Hydraulic excavator)/ manualmeans in foundation trenches or drains (not exceeding 1.5m in width or10 sqm on plan).DSR 2.9.1 26 20 mm Thick G.S.B.ANALYSIS 27 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) DSR 4.1.8 28 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1:2 in Slab supply of reinforcementthe concrete shall not beless than M-25.DSR 5.33.1 29 Mild Steel or iron in plain work such as RCC or R.B.DSR 5.22.6 30 Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete. DSR 5.9.1 31 Centering and shuttering including strutting, propping etc. and removal of form for all heights :Columns,Pillars, Piers, Abutments, Posts and Struts.DSR 5.9.6 32 Centering and shuttering including strutting, propping etc. and removal of form for all heights :Edges of slabs and breaks in floors and walls Under 20 cm wide.DSR 5.9.16.1
