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| 1 | SCHEDULE `A\" PART -I (Construction of Service reservoir 10,000 Ltr Cap - 03 Job) |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 3 | 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts sqm |
| 6 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 7 | 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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) |
| 11 | Neat cement punning |
| 12 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5 |
| 13 | Providing and fixing vent pipes G.I. pipes complete with G.I. fittings 65 mm dia nominal bore |
| 14 | 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 m and lift upto 1.5 m. |
| 15 | SCHEDULE `A\" PART -II (Construction of Anchor block & pipe support) |
| 16 | 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 lift upto 1.5 m, as directed by Engineer incharge.All kinds of soil |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts |
| 19 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 20 | SCHEDULE `A\" PART -III (Laying & fixing of Pipes) |
| 21 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 50 mm dia nominal bore metre of Make Jindal/Nezone |
| 22 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 40 mm dia nominal bore metre of Make Jindal/Nezone |
| 23 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 25 mm dia nominal bore metre of Make Jindal/Nezone |
| 24 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 20 mm dia nominal bore metre of Make Jindal/Nezone |
| 25 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore |
| 26 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore |
| 27 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore |
| 28 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20 mm nominal bore |
| 29 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :50 mm nominal bore each |
| 30 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :40 mm nominal bore each |
| 31 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :25 mm nominal bore each |
| 32 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :20 mm nominal bore |
| 33 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore |
| 34 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore |
| 35 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore |
| 36 | Constructing masonry Chamber 60x60x75 cm inside, in brick werk in cement mortar 1:4 (1 cement 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diametar 160 mm bottom diameter and 180 mm deep (Inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design With commonburnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 37 | Providing and fixing high density polythylene water storage loft tank with cover, conforming to ISI: 12701, color of opaque white or as approved by engineer-in-charge. The rate includes making necessary holes for inlet, outlet and overflow pipes. The base support i/c fiitings & fixtures for tank shall be paid separately. |
| 38 | Supply, Installation, testing and commissioning of 3 HP Kirloskar monoblock pump set suc x del : 50 x 40mm, Head : 25-30 mtr, rpm : 2900, Single phase monoblock pump set all complete as per directed by Engr-in-charge |
| 39 | SCHEDULE `A\" PART -IV (500 LPH RO and 2000 GPH IRP) |
| 40 | Supply, Installation, testing and commissioning of 500 LPH RO Plant (Assuming TDS of water <1000) as per direction by Engr-in-charge. Stainless steel skid - 01 No, Raw water pump - 01 No (1 HP monoblock), IR Filter - 01 Nos, Activated Carbon Filter - 01 No, Anti Scalant Dosing system pump with 100 ltrs HDPE tank - 01 Each, Cartridge filter housing 20\" - 02 Nos, Micron cartridge filter 20\" - 02 Nos (01 No 20 Micron & 01 No 5 Micron), Ultra violate system - 01 No,Hight presure pump 2HP (3 M3/hr), Pressure tube - 02 Nos (Membrane housing with RO membrane mounting on skid, Membrane-01 No (TFC POLYMIDE), Pressure gauges - 02 Nos, High pressure switch and low pressure switch - 02 Nos, Pressure control valve - -01 No, Electrical control panel - 01 No and Required CPVC Pipes, Note :- Incl : 01 year warranty period after compelition of work. |
| 41 | Supply, Installation, testing and commissioning of 2000 GPH FRP vertical iron elimination plant fitted with single handle operation valve for back washing arrangement and filled up with our own maki oxidizing catalytic filtering media for reducing of iron and turbidityNote :- Incl : 01 year warranty period after compelition of work. |
| 42 | SCHEDULE `A\" PART -V (3 Mtr height water iron staging) |
| 43 | Excavating in post holes upto 0.5 cum including gettting out the escavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil; as direccted within a lead of 50 m and lift upto 1.5m. All kinds of soil. |
| 44 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregagte 40 mm nominal size) - all work up to plinth level. |
| 45 | M&L for steel staging with structural steel work, riveted, bolted or welded in built up section, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 46 | Providing and fixing 50mm long and 16mm dia bolts including nuts and washars complete. |
| 47 | Providing and fixing 300mm long and 16mm dia bolts including nuts and washars complete. |
| 48 | M/L for surface painting in two coats over one coat of red oxide on steel surface |
| 49 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore |
