Tender For Internal Development In Campus Of Composite School In R,R Jewer , Yeida Wc-06 - Supply & Laying of Good earth in layer not exceeding 20cm in depth breaking clods watering rolling each layers with 1/2 tonne roller or woodeen or steel rammer and rolling 3rd & Toplayer with power roller of minimum 8tonnes and dressing upto embankment for roads flood bank marginal banks and guide banks aor filling up groubd depression as per MORTH (AR/YEIDA) Good earth.LEAD upto 10 kmS AR YEIDA 301 SOR 2020 2 Cement concrete with 4cmgauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, Labour, Tools&plants etc required for proper completion of the work. SOR/ 2020 3 Dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of local earth including filling joints with earth (with F.P.S. bricks) (DAR-2018/11.2/based on uppwd / SOR-2020) 4 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (Based on SOR UP PWD 2020) with royalty 5 M-150 brick work in 1:4 cement & Coarse sandin foundationand plinth including supply of all materials labour complection of the work UPPWD SOR 305(a) 6 12mm cement plaster of mix:1:6 (1 cement : 6 coarse sand)(DAR/13.4.2/Based on UPPWD/SOR-2020) 7 2.5 cm thick D.P.C. with cement concrete consisting of 1 part cement 1.5 approved coarse sand and 3 part approved 10 m graded stone grit and including water proofing as ordered by the Engineer incharge in the proportion as by the manufacturer including supply of all materials, labour, tools & plants etc. required for proper completion of the work and including proper curing & shuttering as necessary. UPPWD/SOR/2020/7.02/361 8 Providing and laying 80 mm thick factory made cement concreteinterlockingpaver block(ISI Marked) made by block making machine withstrong vibratory compaction of approved size design, shape, laid inrequired color and pattern over and including average50 mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per direction of Engineer-in - charge with conforming (UP PWD SOR 2020) (New SOR Based DAR 16.68) 9 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed..(UPPWD/SOR-2020/251(b) Depth from 0.0 to 1.5 M below G.L. 10 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete. (DAR/5.9.1/Based on UPPWD/SOR-2020) 11 Lintels, beams, plinth beams, girders, bressumers and cantilevers.(DAR/5.9.5/Based on UPPWD/SOR-2020) 12 Columns, Pillars, Piers, Abutments, Posts and Struts. (DAR/5.9.6/Based on UPPWD/SOR-2020) 13 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). (DAR/5.1.2/Based on UPPWD/SOR-2020)) 14 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : (Cast-in-Situ)1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). (DAR/5.2.2/Based on UPPWD/SOR-2020)) 15 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020)) 16 M-150 brick work in 1:4 one cement and four course sand 2.20 F.M. mortar in superstructure +-00 level to any height including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a) 17 15mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand) (DAR/13.5.2/Based on UPPWD/SOR-2020) 18 Providing precast cement concrete JaIl 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete excluding plastering of the jambs, sills and soffits.(DAR/5.18.2/Based on UPPWD/SOR-2020) 50 mm thick 19 Providing and laying CC excluding centring all work up to plinth level: 1:2:4 Coarsesand, 20mm stone UPPWD/SOR-2020) 20 Finishing walls with water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials,labour, tools nad plants,etc required for proper completion of the work.UPPWD SORItem No. 660, Sr. no. 15.20 21 Sub- Head - ( V ) Rain Water Harvesting Pit & Desilting Chamber Excavation in foundation in ordinary soil (L0am, Clay or sand) including lift upro 1.5M and lead upto 30M and including filling watering and ramming of excavation 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 uoto a disttance of 30M from the foundation trenches.All kinds of soil 22 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 Metre depth below ground level. 300 mm dia 23 M&L, Cement concrete type C2 1:3:6 (40mm stone aggregate) in foundations, filling and mass concrete, bellow foundation and Plinth Beams. 24 M & L,Rough finished surfaces(in flat) of concrete, Formwork to sides of concrete foundations, footings,bases of columns, raft and footing beams, sides and soffits (if any) of foundations and plinth beams and similar work 25 M&L, Form work to soffits of roof slabs, floor slabs, landings etc & similar work n. exc 200mm thickwith rough finished flat surfaces of concrete (Horizontal or sloping). 26 M&L, Mild steel TMT Bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns,hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips 27 M & L for RCC M-25 (design mix using 20 mm graded stone aggregate ) in foundation footing , plinth beams, base of column , under reamed piles and mass concrete (Add 15% in rates for RMC as per para for 4.2.10 of S.S.R Part-II) 28 M&L, RCC (design mix using 20 mm graded stone aggregate) M-25 Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like (Add 15% in rates for RMC as per para for 4.2.10 of S.S.R Part-II) 29 M-150 brick work in 1:4 cement & Coarse sandin foundationand plinth including supply of all materials labour complection of the work UPPWD SOR 305(a) 30 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 31 12mm cement plaster of mix:1:6 (1 cement : 6 coarse sand)(DAR/13.4.2/Based on UPPWD/SOR-2020) 32 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 33 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 34 Supplying, filling, spreading & level greavels of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as/direction of Engineer -in-charge. 35 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 36 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia. 37 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia. 38 M&L Circular shape 560 mm dia precast R.C.C. manhole cover with frame E.H.D-35 39 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm nominal size dia. 40 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm nominal size dia. 41 Providingorange colour safety foot rest of minimum 6mm thickplasticencapsulated as per IS : 10910 on12mm dia steelbar conformingto IS :1786 having minimum cross section as 23mm x 25mm and over allminimum length 263mm andwidth as 165mmwith minimum 112mm space between protrude legshaving2mm tread on top surface by ribbing or chequering besides necessary andadequate anchoring projections on tail length on 138mmas per standard drawing and suitable to with stand the bendtest andchemical resistancetest as per specifications and havingmanufacturespermanent identification mark to be visible even afterfixing, including fixing in manholes with 30x20x15cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design.
