Tender For Rejuvenation Of River Under Amrut 2.0 Scheme At Harda, Gabion Wall - Providing and laying of a gabion structure for retaining earth with segments of wire crates of size upto 7.5 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire) and as per specification in section 2500., Embankment & Stone Pitching - Earthwork for embankment (hearting/ casing) using selected soil from approved borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour and dressing, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to achieve maximum dry density using sheep foot roller/vibratory compactors etc. Complete., Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification and as per relevant clauses of section 2500., Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications and as per relevant clauses of section 2500.- Stone/Boulder (min. wt. - 40 Kg), CC Work for Beams on Top end of Pitching - Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :, Cement concrete grade M-20 (Nominal Mix) with 20mm maximum size of stone aggregate., Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Foundations, footings, bases of columns, etc. For mass concret, Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete. - ThermoMechanically Treated bars. (Fe 500 D or more), Desilting and Cleaning - Excavation in all kind of soft/loose/hard/dense soils, moorum&moorum mixed with boulders and mud including dressing, placing the excavated soil neatly in specified dump area or disposing off the same as directed, including cost of site clearance, all materials, machinery, labour and dressing etc. Complete, Clearance of Jalkumbhi /water Lily from water bodies including removing and rental cost of boat, labour etc. complete and disposal of material by burning including all other charges for materials and machinery etc. complete., Green Development - Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m., Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year), Steel Railing - Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete, Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture, Construction of Drain (1mX1.5m Wide) - Earth work in excavation by mechanical means (Hydraluic excavator) / manaul means over areas (exceeding 30cm in depth 1.5m in width as well as 10sqm on plan) inculding disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to levelled dressed.All kind of soil. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All works upto plinth level., Cement concrete grade M-10 (Nominal Mix) with 40 mm maximum size of stone aggregate., Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate., Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor two level excluding cost of centering, shuttering, finishing and reinforcement. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate., Filling by 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 m and lift upto 1.5m, Centering and shuttering including strutting, propping etc.and removal of form for : Foundations, footings, bases of columns, etc. For mass concrete., Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete. - ThermoMechanically Treated bars. (Fe 500 D or more), Providing, hoisting and fixing up to floor two level precast reinforced cement concrete in lintels, manhole cover, shelves and like including setting in cement mortar 1:3 (1 cement : 3 sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement with M 20 –Grade Concrete., Root Zone Pit - Earth work in excavation by mechanical means (Hydraluic excavator) / manaul means over areas (exceeding 30cm in depth 1.5m in width as well as 10sqm on plan) inculding disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to levelled dressed.All kind of soil. , Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site,spreading, grading to required slope and compacting by vibratory rollers to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300, Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification and as per relevant clauses of section 2500., Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications and as per relevant clauses of section 2500., CC Work for Beam on Top end of Pitching - Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. - Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate, Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete. - ThermoMechanically Treated bars. (Fe 500 D or more), Toe Wall for pitching - Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. - Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate - Toe Wall Footing , Toe Wall (top width -0.2M, bottom width - 0.4M, Avg width - (0.2+0.4)/2=0.3, Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete. - ThermoMechanically Treated bars. (Fe 500 D or more)
