BRR : 8572991 Tender For Various Petty Maintenance Nature Jobs At Ncl Colony; 1 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 3 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. 4 In cement mortar 5 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : 6 In cement mortar 7 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 8 For thickness of tiles 10 mm to 25 mm 9 Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. 10 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 11 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge: 12 All kinds of soil 13 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 getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. 14 All kinds of soil 15 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge. 16 Ordinary rock 17 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : In All Kind s of Soil 18 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 19 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 20 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) 21 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling & dressing & finishing the top smooth. 22 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 stair cases 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(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). 23 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete 24 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars 25 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 26 Cement mortar 1:6 (1 cement : 6 coarse sand) 27 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with : 28 Cement mortar 1:6 (1 cement : 6 coarse sand). 29 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab colour black, Cherry/Ruby red. 30 Area of slab over 0.50 sqm 31 Providing and fixing machine cut and both side machine polished Kadappa stoneslab for vertical and horizontal shelves for wardrob, open shelves, cooking platform, windows sills and soap racks laid over 12mm thick cement mortar 1:3 (1cement : 3 coarse sand) wherever required and jointed with grey cement slurry mixed with pigment to match the shade of slab including cutting chase in walls and making good the same etc. complete. With 40 mm thick stone slab for cooking platform 32 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 33 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 34 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 35 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws 36 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) 37 300x16 mm 38 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) 39 125 mm 40 Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 41 300x16 mm 42 Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete : 43 300x10 mm 44 Providing and fixing aluminium handles ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 45 125 mm 46 Providing and fixing to existing door frames. 47 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. 48 Providing and fixing cup board shutters with 25mm thick veneered particle board IS : 3097 marked exterior grade (Grade I) of approved make including IInd class teak wood lipping of 25mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges complete as per direction of Engineer-in-Charge. 49 With non decorative veneering on both sides. 50 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fix Portion 51 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) 52 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Powder coated aluminium (minimum thickness of powder coating 50 micron) 53 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 54 With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) 55 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg., for doors, including cost of cutting floors ,embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. 56 With stainless steel cover plate minimum 1.25 mm thickness. 57 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. 58 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. 59 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 60 Hot finished welded type tubes. 61 Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc.,., complete. 62 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kgper sqm including pointing the joints with white cement mixed with pigment of matching shade complete. 63 Providing and laying Rough shahabad stone flooring of the 25 to 40mm thick & of required width in plain / diamond pattern on a bed of 1:6 cement mortor including cement float, skirting,joints,pointing in cemnet mortor 1:3 curing and cleaning etc. complete. 64 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (i)Single socketed pipes. 65 75 mm diameter 66 110 mm diameter 67 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 68 Single Tee with Door 69 75x75x75 mm 70 110x110x110 mm 71 Bend 87.5° 72 75 mm bend 73 110 mm bend 74 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /seIf tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 75 Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture inthe grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. 76 8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum backing. 77 15 mm cement plaster on the rough side of single or half brick wall of mix : 78 1:4 (1 cement: 4 fine sand) 79 Neeru finish to plastered surface in all position including scaffolding and curing etc.complete item as per instruction of Engineer-in-charge.. 80 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge. 81 Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : 82 Flush/ Ruled pointing 83 Painting with aluminium paint of approved brand and manufacture to give an even shade . 84 Two or more coats on new work 85 French spirit polishing : 86 Two or more coats on new works including a coat of wood filler. 87 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-harge. 88 With cement mortar 1:4 (1 cement : 4 fine sand). 89 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 90 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). 91 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 92 Two or more coats on old work 93 Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank, including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba, all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 94 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 de-silting of manholes and de-chocking of sewer lines. De-chocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm dia for all depth. 95 Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. 96 Providing & fixing White vitreous china water closet squatting pan (Indian type) along with S or P trap including dismantling of old WC seat and S or P trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. 97 Orissa pattern W.C Pan of size 580x440 mm 98 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. 99 Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineerin-Charge. 100 (a) Internal Work- Exposed on wall 101 Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. 102 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the samemembrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 103 3 mm thick 104 Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. 105 With G.I. barbed wire 106 Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 107 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. 108 Made of G.I. wire of dia 4 mm 109 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. 110 Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in-charge. (Old CC paver blocks shall be supplied by the department free of cost). 111 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required : 112 W.C. pan with ISI marked white solid plastic seat and lid 113 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 114 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 115 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall. 116 15 mm dia. nominal bore 117 20 mm dia. nominal bore 118 25 mm dia. nominal bore 119 40 mm dia. nominal bore 120 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work 121 50 mm dia. nominal bore 122 80 mm dia. nominal bore 123 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 124 150 mm diameter 125 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 126 150 x 100 mm size P type. 127 Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : 128 150 mm diameter 129 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 130 150 mm dia. R.C.C. pipe 131 300 mm dia. R.C.C. pipe 132 Extra for depth for manholes With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 133 With common burnt clay FPS bricks of class designation 7.5. Size of chamber 90x80 cm 134 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 135 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D - 2.5 136 Rectangular shape 600x450 mm internal dimensions 137 Shifting of building rubbish,malba,excavated soils,etc by truck /small dumperof capacity 1 to 1.25 brasswith in NCL campus, rates are inculding loading and unloadingcomplete item to be executed as directed by Engineer-in-charge. 138 Levelling of unwanted of debries at various location by JCB including excavation pit /tenches and lifting of excess materials in dumpers / truck as per instruction of Engineer-in-charge. 139 Cleaning of the road side gutters,drains and shoulders including necessary earth excavation uptothe bottom of gutters/drains ,including clearing of vegetation, grass,brush and after cleanning the gutter/drains lifting the excavated earth upto 1km with in campus by trucks and clean the area in full respect complete item as per directed by Engineer-incharge.

BRR : 4653816 tender for Supply Of All Materials, Labour For Construction Of Oht, Ph, Sq, Bw, Distribution System, Rm, Tw With Scada Automation As Per Specifications In Tender Document Complete In All Respect Mohanlalganj Np Reorganization Ws Scheme Under Amrut 2.0, Supply of all materials, labour, T&P etc. for Construction of Over Head Tanks, Pump house, Staff Quarter, Boundary wall, gate, Site development, Supply of all materials for laying & jointing of rising main, distribution system including all labour and T&P etc. complete in all respects and construction of tubewells including PLC SCADA automation of all tubewells as per specifications in tender document complete in all respect including commissioning, testing, trial & run, defect liabilities and handing over the completeworks to Mohanlalganj Nagar Panchayat Reorganization water supply scheme on turn-key basis under AMRUT 2.0 Programme., 1 A - Civil works :-Structural design and drawing must be vetted by any IIT (Indian Institute of Technology) of India, Supply of all materials, labour, T&P etc required for construction of Intz type RCC over head tank including various works like - Ventilator and Water level indicator, Lightening conductor, D.I. D/F Verticle pipes (Inlet Pipe, Outlet Pipe, Overflow Pipe & Washout Pipe), over flow pipe connect with distribution main with NRV of required dia with all necessary fittings such as sluice valve, NRV and their chamber as per design and specification and place decided by engineer in charge, duck foot bend, puddle collers and bell mouths, Sluice valve on inlet, outlet & washout pipe and sluice salve chamber, bye-pass arrangement of OHT, flooring, apran & drain (100 mm thick PCC of1:1.5:3& 100 mm thick RCC of 1:1:2 ), floor two coat apex weather coat (Asian, Berger etc.) painting over one coat primer of approved colour over wall putty two coat (Birla, JK, Asian, Berger etc.) after finishing of RCC surface with grinder, repair of pin holes, unevenness., railings- 20 mm G.I. pipe class - B railing around stair case (both sides), balcony & top dome periphery in three rows with MS angle iron post 50x50x6 in one metre distance, M.S ladder from opening of top dome to bottom dome 65x65x6 with 20 mm steel round bar, Stair case (Seperate two column based RCC staircase upto top dome and 1 m wide balcony with arrangement of M.S Gate and MS square mesh), Food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity and staging mentioned as under:For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determind after soil investigation / 8 tonne/sqm including required earthfilling for maintainingFGL as per level of nearest road cost of earth required for filling not to be paid extra.Note :- The bid price of over head tanks is to be submitted considering net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work, layout as ground level of over head tank consider from 50 cm above than near of road surface to be finalized by the engineer in charge including, campus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of Engineer in charge.The successful bidder will be required to investigate the soil bearing capacity. If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity. 2 Over Head Tank - 500 KL / 20 M Staging at Zone I 3 Over Head Tank - 400 KL / 24 M Staging at Zone II 4 Over Head Tank - 500 KL / 20 M Staging at Zone III 5 Over Head Tank - 350 KL / 22 M Staging at Zone IV 6 Design of distribution network and supply of following dia of high density polyethelene Pipes (HDPE(PN-6)/PE-100), conforming to IS 4984 / 14151 / 12786 / 13488 in coils/ standard lengths with nesessary jointing material like electro-fusion coupler, flanged joint, including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains (keeping minimum dia of pipe 110 mm) including crossing of upto 1.00 m vide nala/drain etc. with Carting, lowering, laying and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge.It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work.The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (automatically readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe/fittings. Note: 1. Contractor will ensure to supply of 10 No. set of electrofusion jointing machine including cutting & peeling tool andother misc. equipments.2. Contractor will provide 04 No. set of hydro testing machine of 20 kg/cm² capacity including 02 Nos. tractor with water tanker will also be part of this set.3. Contractor will provide minimum 06 tractor trolley for disposal of surplus earth.4. Contractor will provide 04 No. of tractor with water tanker for sprinkling of water on trenches and 5 No. Anti Smoke Gun to protect the dust particals entering in the atmosphere which may be cause of increase of AQI of construction area. 7 90 mm dia 8 110 mm dia 9 140 mm dia 10 160 mm dia 11 200 mm dia 12 Design of distribution network and supply of following dia of ISI marked S & S centrifugally cast (Spun) ductile iron pipes (Class K-7) as per IS : 8329-2000 suitable for push on jointing by compatible rubber gasket confirming to IS : 9523 : 1980 at store including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking,including crossing of upto 1.00 m vide nala/drain etc. Carting, lowering, laying and jointing with SBR ruber gasketsD.I. K-7 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. 13 250 mm dia 14 300 mm dia 15 350 mm dia 16 Risingmain :-Supply of following dia of ISI marked S & SCentrifugally Cast (Spun) Ductile Iron pipes (Class K-9) as per IS : 8329-2000 suitable for Push on jointing by compatible rubber gasket confirming to IS : 9523 : 1980 at store including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking,including crossing of upto 1.00 m vide nala/drain etc. Carting, lowering, laying and jointing with SBR ruber gasketsD.I. K-9 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. 17 200 mm dia 18 250 mm dia 19 Earth work in excavation for pipeline trenches in all type of soil with including lift upto 1.5 m and lead upto 50M, refilling the soil as required, including depositing in layers not exceeding 150mm, watering and compaction to 95% of the Standard Proctor density, level dressing, including supply of all labour, T&P etc. required for proper completion of the work. Including disposal of surplus earth up to 8 Km as instucted by engineer in charge. 20 Supply of following sizes of DI D/F sluice valve/scour valvewith cap. Class-10 (working pressure 10kg/sqcm) confirming to IS:14846:2000 at Site of work, carting, lowering in already prepared trenches and fixing them in position, making flange joints including supply of all materials such as bolts, nuts, rubber insertion, white lead, testing etc. complete including all other necessary fitting and specials as per direction of Engineer in charge. 21 80 mm dia 22 100 mm dia 23 150 mm dia 24 200 mm dia 25 250 mm dia 26 300 mm dia 27 Scoure valve 28 80 mm dia 29 100 mm dia 30 Supply of following size Kinetic Double Air Valves as per IS : 14845 at site of work, carting, fixing in position including boring and threading in the main etc.complete including cost of boring the water main clamp with socket, G.I. medium duty, nipple and subsequent back filling etc complete. 31 50 mm 32 80 mm 33 100 mm 34 Supply of 80 mm dia size flanged type fire hydrant site of works of 80mm dia size flanged fire hydrant to site of work, fixing them in position for flanged joints s instucted by engineer in charge. 35 Supply of all materials, labour, T&P etc. and construction of following chambers as per departmental type drawing and design. 36 Surface box type 37 Masonry type 38 For air valve 39 For fire Hydrants 40 Construction of RCC thrusht block in 1:1.5:3 with cement, coarse sand and 20 mm guage stone gtit at bends of pipe including supply of all materials, labour, T&P etc. required for proper completion of work 41 Mild steel TMT.Fe-500D in plain work such as reinforced concrete or reinforced brick work (for construction of RCC thrusht block) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and othorised overlapping shall be measured upto floor two level. 42 Provision for crossing of nala, road, culvert including supply of casing with MS / DI pipe and specials, laying, jointing etc., T&P and arrangement of diversion of water, baricatings etc required, with dismantelling of drains and reconstruction of same as per type design of the existing drain, complete as per direction / approval of Engineer in charge. (More than 1.0 M) 43 Making Nala crossing falling on alignment of pipe line including cost of D.I. pipe one no. (5.50m length) including supply of all materials, labour, T&P, etc complete required for proper completion of work. 44 100 mm dia pipe 45 150 mm dia pipe 46 200 mm dia pipe 47 250 mm dia pipe 48 300 mm dia pipe 49 350 mm dia pipe 50 Trenchless Crossing :- Survey site Investigation Planningdesign Drawings as per State Road manual and vetting / checked from State Road Divisional Office and taking NOC for trenchless crossing of National highway road and Railway track(crossing length 15m to 25m ) Road for of required dia Rising main pipe with casing pipe as required for proper completion of work required size of MS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) with 750 Micron PU coating internally and 250 micron anti corrosive bituminous paint externally by trenchless technology method at an average depth 3.60 mtr from normal ground level up to top of casing pipe including excavation & filling of Pit Dewatering arrangement Supporting system for soil also including supply and fixing of 2 no Sluice valve ISI Mark construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe as per specification given in the bid documents including supply of all materials labour T&P etc. for proper completion of work as per instruction of Engineer. 51 National Highway road crossing (upto 350 mm dia) 52 Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 8km. and also including temporary reinstatement/motorable of road by old materials. 53 B.O.E. road 54 Bituminous road 55 C.C. road 56 Interlocking road 57 Permanent re-instatement of following type of road surfaces after laying of pipe line including supply of all materials, labour, T&P etc. required for completion of work. It also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning of surface for proper completion of the work as per directions of engineer-in-charge. 58 Brick on edge with bricks (60 % New & 40% Old) laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 10 cm depth of local sand over the subgrade and including supply of all materials, labour, T&P etc. required for proper complete of the work. 59 Re-instatement of bitumen road as per specification including supply of all materials, labour, T&P etc. required for proper completion of work. To achive the required quality of work, graded material in appropriate quantity shall be supplied by the contractor. This material shall be used in filling of trenches onlyafter succesfully testing of material with relevent IS code. Sample collection of GSB material, BM and SDBC will be done asrequired by engineer incharge. (Nagar Nigam Road) 60 Re-instatement of bitumen road as per specification including supply of all materials, labour, T&P etc. required for proper completion of work. To achive the required quality of work, graded material in appropriate quantity shall be supplied by the contractor. This material shall be used in filling of trenches onlyafter succesfully testing of material with relevent IS code. Sample collection of GSB material, BM and SDBC will be done asrequired by engineer incharge. (PWD Road) 61 Providing and laying design mix cement concrete 100 mm thick of M-20 grade, in roads, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, mixing with weigh batcher, laying at site, spreading and mechanically compacting by using needle and surface vibrators, levelling to required slope / camber, finishing with required texture over 100 mm thick base of GSB. 62 Providing and laying of 80 mm thick M-30 grade C.C. rubber moulded (60% new and 40% old tiles) interlocking paver tiles over 30 mm thick fine sand bed and also including earth wotk in excavation in proper slope & camber including all materials, labour, T&P required for proper completion of work. 63 Road Crossing - Excavation in foundation of trench of proper size in soil mixed with moorum, Shingle, Kankar, soft rock, hard rock, including refilling, dressing and ramming earth or sand or bajri, ballast, including providing, supply, carting, lowering, laying and jointing of casing pipe of RCC NP-3 with appropriate size, with rubber ring joint, sand filling in gap insidepipe, insertion of distribution pipe into the encasing pipe including supply of T&P, including concrete of 150 mm thick in with 40mm gauge brick ballast local sand and cement in proportion of 8:4:1, provision for barricading, labour for traffic diversion etc. Complete for proper completion of work as per instruction of Engineer. (Rural water supply sor from swsm) 64 100 mm dia pipe 65 150 mm dia pipe 66 200 mm dia pipe 67 250 mm dia pipe 68 300 mm dia pipe 69 Construction of drinking water house connection with distribution mains including dismantling of road, supply and carting of material (20 mm HDPE pipe PE-80/PN-16 from trench to outer wall/boundary wall, 15 mm GI pipe class-B average length 3 m, 15 mm GI elbow includingHDPE electrofusion shaddle for HDPE pipe and DI strap saddle for DI pipe shall be used.1 No. brass tap shall be fixed inside the house of consumer as per IS 8931 and 8934, All 20 mm GI union, 20 mm, 1 No. 15 mm brass ferrule and other GI fitting and specialsshall be according to IS 12183 & IS2065. , FTA & MTA and other compression fittings of 100% pure virgin (Georgefisher, kimplas) shall be provided. HDPE shaddle shall be fixed with electrofusion method.All fitting of water supply house connections shall be fixed them into trenches, fixing them in proper alignment and jointing and making hols in walls for crossing the GI pipe, fixing of GI pipe with minimum 3 hooks & repairing of hold after connection, necessary excavation for connection with permanent reinstatement of road all labour, T&P etc. required for proper completion of the work. 70 New House connection 71 Shifting House connection from existing pipe line 72 CONSTRUCTION OF PUMP HOUSE CUM CHLORONOME 06 Nos.Supply of all material T&P etc. required for construction of Pump House 06 Nos. as per typical drawing and design of department. The structural design of pump house shall be submitted by the contractor on the basis of safe bearing capacity of soil. The plinth level of Pump House shall be 60cm above from finished GL of the campus. The following criteria shall be taken in consideration for structural design of Pump House including campus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of engineer in charge.Note - Plinth should be made above 60 cm above from nearest highest service / link road.Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches. 73 Concrete with cement, coarse sand and 40 mm nominal size approved stone ballast in proportion of 1:4:8 in foundations and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 74 Ist class brick work in 1:6 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 75 40 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion including supply of all materials, labour, T&P etc. required for proper completion of the work. 76 12 mm thick plaster in 1:4 cement and coarse sand mortar for plinth shall be done on both side of brick work inner side 15 cm below plinth and outside 15 cm below GL. 77 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work(thickness of wall not be less than one brick). 78 Supply and fixing of M.S. angle iron 40x40x5mm door chaukhat including supply and fixing of four hinges with one coat of red oxidised primer. 79 1.20 x 2.10 M1.00 x 2.10 M 80 Supply and fixing of the Z-section M.S. window with grill as per departmental type drawing including supply and fitting of handle, locking arrangement etc. with one coat of red oxidised primer. 81 Supply and fixing of cement jali 45x30 cm at 15 cm above floor level in the chloronome for proper ventilation. 82 Mild steel or iron in plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessary including supply of all steel and its bending and binding with binding wire necessary over lapping as required etc. complete. 83 R.C.C. work (with use of C.C. mixer) in proportion of 1:1.5:3 cement, coarse sand and 20mm nominal size (10mm-1 part & 20 mm - 2 part) stone grit with proper finishing including supply of all materials, labour, T&P and Kachcha plaster on wooden plank shuttering or ply shuttering excluding cost of steel but including binding the same with 24 B.W.G. binding wire. 84 Lintels 85 Beam 86 Sun shades & Slab 87 Cement concrete with cement, coarse sand & 20 mm nominal size(10-20 mm) stone grit in proportion 1:2:4 including supply of all materials, labour, T&P etc., required for proper completion of the work, in bed block of girder, hold fast and girder fixing and in flooring of bypass chamber, window sills etc. 88 Supply and fixing in position rolled steel joist ISMB of 200mm x 100mm size and 3.40M long including supply of all labour, T&P etc. required for proper completion of the work. 89 150 mm thick local sand filling under floor including supply of local sand, filling, watering and ramming etc. completefor proper completion of the work. 90 40mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding / over 75mm thick base concrete consisting of cement, coarse sand and stone ballast 40mm nominal size(20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including supply of all materials, labour, T&P etc. required for proper completion of the work 91 12mm thick plaster above plinth in 1:6 cement and Banda(Ken)/ Hamirpur(Betva) sand over brick work, minimum thickness not to be less than 10mm including supply of all materials, labour, T&P etc. required for proper completion of the work. 92 6 mm thick plaster on ceiling, sunshades and projected slab of R.C.C. work in 1:4 cement and Banda/Hamirpur fine sand F.M. not less than 1.25 mm including supply of all materials, labour, T&P etc. complete for proper completion of the work. 93 20 mm thick plaster in dado or skirting with cement mortar in proportion of 1:2 cement and coarse sand with finishing of 3 mm thick floating coat of neat cement including supply of all materials, labour, T&P etc. required for completion of the work. 94 20mm wide drip course with cement mortar in proportion of 1:3 with cement and Banda/Hamirpur coarse sand. 95 Providing 45 cm wide and 25mm thick cc apron of 1:2:4 cement, coarse sand and 10-20mm stone gritover 75mm thick base concrete in 1:4:8 cement, coarse sand and 40mm nominal size(20mm-2 part & 40 mm-6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials,labour,T&P etc. complete. 96 Construction of 100mm wide cc drain as per departmental drawing in proportion of 1:2:4 cement, coarse sand and 20 mm nominal(10 mm - 1 part & 20 mm - 3 part) stone grit over 100 mm base concrete in proportion of 1:4:8 cement, coarse sand and 40mm nominal(20 mm - 2 part & 40 mm - 6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials,labour,T&P etc. complete. 97 Brick Coba :- (a)Providing & laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 Kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the R.C.C. slab including adjointing walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5( 1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5(1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of juctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortarof mix 1:4(1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm squared 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operation to be done in order and as directed and specified by the Engineer-in-charge: With average thickness of 120 mm and minimum thickness at khurra as 65 mm 98 The outer surface of wall finish with two coat of weather coat- All Guard, Apex-Ultima (premium acrylic smooth exterior paint with silicon additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 99 The inner finish should be two coat of oil bound distemper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 100 Supply and fixing of ISI marked waterproof flush door shutters of required size of 35 mm thick including heavy size steel fitting e.g. tower bolt, sliding bolt, handle etc., lab our, T&P etc.complete. 101 Supply and fixing of 4 mm thick glass panes in panel of Z-section window shutters including supply of M.S. clip and I.S.I. mark putty etc. as required for proper completion of the work. 102 Supply and fixing of rain water pipe P.V.C. 110mm 6 Kg/Cm2(2 Nos.) with bend and clamp etc. all complete. 103 Painting or varnishing of new iron work in small areas or new wood work with one coat of priming and two coats of synthetic enamel paint or varnish including supply of all materials, labour, T&P etc. required for proper completion of the work. 104 Provide 3mm thick floating coat of neat cement over the previously made plaster on by pass chamber & over plinth plaster etc. 105 Providing 15cm long 25 mm dia P.V.C. Pipe with cutting at ends and fixing the same with cement and coarse sand mortar in sunshades. 106 Supply and fixing 3 mm thick glass strips in floor and aprons panels in 1:3 cement and coarse sand mortar. 107 25x3mm 108 40x3mm 109 Disposal of waste water of by pass chamber through P.V.C. Pipe 160mm dia including supply of pipe, excavation & laying, T&P etc. complete. 110 Supply and fixing of 900 V-notch 4mm thick M.S plate with sharp edged and scale etc.complete as per direction of engineer incharge. 111 CONSTRUCTION OF STAFF QUARTER - 04 Nos.Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches. 112 Concrete with cement, coarse sand and 40 mm nominal size (20 mm-2 part & 40 mm - 6 part) approved stone ballast in proportion of 1:4:8 in foundations including supply of all materials, labour, T&P etc. required for proper completion of the work. 113 Ist class brick work in 1:6 cement &coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 114 40 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion as specified by the manufacturer including supply of all materials, labour, T&P etc. required for proper completion of the work. 115 12 mm thick plaster in 1:4 cement and coarse sand mortar for plinth shall be done on both side of brick work inner side 15 cm below plinth and outside 15 cm below GL. 116 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work (thickness of wall not be less than one brick). 117 Supply and fixing of M.S. angle iron 40x40x5mm door chaukhat including supply and fixing of four hinges with one coat of red oxidised primer. 118 Supply and fix hold fast in doors and windows chaukhats 25cmx50mmx6mm flat iron including their cutting,moulding, welding to requirwed shape also including other materials such as nails and screws etc required in all aspect to complete the work. 119 Mild steel grill in windows wrougth to required from, including supply of labour, steel, T&P etc. for proper completion of work. 120 Mild steel or iron in plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessary including supply of all steel and its bending and binding with binding wire necessary over lapping as required etc. complete. 121 R.C.C. work (with use of C.C. mixer) in proportion of 1:1.5:3 cement, coarse sand and 20mm nominal size (10mm-1 part & 20 mm - 2 part) stone grit with proper finishing including supply of all materials, labour, T&P and Kachcha plaster on wooden plank shuttering or ply shuttering excluding cost of steel but including binding the same with 24 B.W.G. binding wire. 122 Plinth Beam 123 Lintels 124 Sun-shades & Slab 125 Sand filling under floor including supply of local sand, filling, watering and ramming etc. completefor proper completion of the work. 126 25 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding 75mm thick base concrete consisting of cement, coarse sand and stone ballast 40mm nominal size(20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including fixing of glass strip at desired intervals, supply of all materials, labour, T&P etc. required for proper completion of the work 127 40 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding 75mm thick base concrete consisting of cement, coarse sand and first class brick ballast 40mm nominal size (20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including fixing of glass strip at desired intervals, supply of all materials, labour, T&P etc. required for proper completion of the work. 128 Supply and fixing of ISI marked water proof flush door shutters of 40 mm thickincluding all labour, T&P etc. complete but excluding painting and including ISI marked oxidized iron fitting e.g. tower bolt, sliding bolt, handle etc. complete as per direction. 129 Supply and fixing of oxidized iron fittings of approved make for doors and window. 130 12mm thick plaster above plinth with cement, mortar in proportion of 1:6 cement and Banda(Ken)/ Hamirpur(Betva) sand over brick work, minimum thickness not to be less than 10mm including supply of all materials, labour, T&P etc. required for proper completion of the work. 131 20 mm thick plaster in dado or skirting with cement mortar in proportion of 1:2 cement and coarse sand with finishing 3 mm thick floating coat of neat cement including supply of all materials, labour, T&P etc. required for completion of the work. 132 The outer surface of wall finish with two coat of weather coat-All Guard, Apex-Ultima (premium acrylic smooth exterior paint with silicon additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such asBirla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 133 The inner finish should be two coat of oil bound distemper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 134 Construction of 100mm dia semi circular C.C. drain as per departmental drawing in proportion of 1:2:4 cement, coarse sand and 20 mm nominal(10 mm - 1 part & 20 mm - 3 part) stone grit over 100 mm base concrete in proportion of 1:4:8 cement, coarse sand and 40mm nominal(20 mm - 2 part & 40 mm - 6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials, labour, T&P etc. complete. 135 Painting and varnishing over new iron work or new wooden work with one coat of primer and two coats of approved paints or varnish including supply of all materials, labour, T&P etc. required for proper completion of work. 136 Supply and fixing of 100 mm dia PVC pipe rain water down pipe with clamp 137 Supplying, carting, laying, jointing, fixing and testing of (1/2 -1 inch) CPVC Screwed pipe with specials and fittings inclduing cutting holes in masonry and making good the walls, fixing clamps wherever necessary etc. complete including cost of white lead, hemps, oil, etc. complete 138 Supply of all material labour, T&P etc fixing of water tap required for proper completion of the work. 139 Supply of all material labour,T&P etc fixing of float valve required for proper completion of the work 140 Supply of all material labour, T&P etc fixing of Kitchen Sink required for proper completion of the work 141 Supply and fixing of 110mm dia PVC pipe from U trap to septic tank including supply of all special materials required for proper completion of the work. 142 Construction of septic tank and soak pit including supply of materials, labour etc complete. 143 Supply and fix of position 500 litre capacity PVC (Sintex or other approved make ) storage tank. 144 Supply and fix indian type latrine seat with U-Trap including supply of all materials, labour, T&P etc. required for proper completion of the work 145 Supply of all material for electrification Inside and Outside of the Quarter including supply of all materials, labour, T&P etc. complete 146 CONSTRUCTION OF MASTER CONTROL STATION ROOM - 01 No. Supply of all material T&P etc. required for construction of Master Control Station Room (framed structure in M-25)as per drawing submitted by contractor and its approved by department. The structural design of Master Control Station Room shall be submitted by the contractor on the basis of safe bearing capacity of soil. The plinth level of Master Control Station Room shall be 60cm above from finished GL of the campus. The plintharea of the Master Control Station room80 Sqm (10 x 8 M ), Height of meter Room-5.0m,antitermite treatment, 40 mm thickkota stone flooring over 100mm thick1:1.5:3CC; under ground electric fittings, cable trenches as per requirement of UPPCL and 100mm thick1:1.5:3CCapron with nominal reinforcement provinding 230mm brick protection wall of 60cm depth with 30cm sand filling shall be taken in consideration for structural design of Master Control Station Room. 147 Development work :-CONSTRUCTION OF BOUNDARY WALL, GATE WITH PILLER, SITE DEVELOPMENT & APPROACH ROADcampus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of engineer in charge.Note - Plinth should be made above 60 cm from nearest highest service / link road.Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches. 148 Concrete with cement, coarse sand and 40 mm nominal size (20 mm-2 part & 40 mm - 6 part) approved stone ballast in proportion of 1:4:8 in foundations including supply of all materials, labour, T&P etc. required for proper completion of the work. 149 Ist class brick work in 1:6 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 150 20 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion as specified by the manufacturer including supply of all materials, labour, T&P etc. required for proper completion of the work. 151 12 mm thick plaster in 1:4 with cement and coarse sand mortar for plinth shall be done on both side of brick work upto 15 cm below GL. 152 First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work(thickness of wall not be less than one brick). 153 C.C. coping on boundry wall & RCC Piller in 1:2:4 cement, coarse sand and stone grit (10-12.5 mm) including supply of all material, cost of centering, shuttering with extra labour, T&P etc. complete required for proper completion of work. 154 12mm thick plaster with cement mortar in proportion of 1:6 consisting of cement and Banda(Ken)/Hamirpur(Betava) sand over brick work including supply of all materials, labour, T&P etc. required for proper completion of the work. 155 Making groves 15 mm wide on wall plaster as per drawing including supply of all materials, labour, T&P etc. required for proper completion of the work. 156 The outer surface of wall finish with two coat of weather coat-All Guard, Apex-Ultima(Premium Acrylic Smooth Exterior Paint with Silicon Additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such asBirla, J.K. wall Putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 157 Supply and fixing of M.S. gate with RCC piler as per departmental design & drawing with ncessary hold fast, bush and ball bearing, sliding bolt and locking arrangement, painting etc. including supply of all material, labour, T&P etc. required for proper completion of the work for Water works campus (3.60 M wide main gate with 1.20 M wide wicket gate) 158 Supply & Laying of 80 mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern inter locking tiles over 30 mm thick fine sand bed over 150mm thick GSB and also including earth wotk in excavation in proper slope & camber, brick work for side alignment including all materials, labour, T&P required for proper completion of work as per direction of Engineer in charge. 159 Construction of 300 mm wide and 300 mm deep brick drain inside the water works campus including supply of all materials, labour, T&P etc required for proper completion of the work 160 Providing and fixing of lighting arrangement in campus complete in all respect including supply of all material, labour T&P etc. as per approval and direction of engineer in charge 161 Horticulture, plantation, Land scaping, beautification, internal path way at water works compound including supply of all material, labour T&P etc. as per approval and direction of engineer in charge 162 Construction of Artificial Recharging of Ground water hrough roof top rain water of pump house, bypass chamber’s water & overflow of O.H.T. supplying of all material, pipes, grates, etc. complete in all respect 163 Filling of earth in water works campus and TW/pump house campus including supply of carted earth including loading, unloding, levelling, dressing and ramming of the earth tc complete in all respect.Earth filling in the campus shall be done Contour survey of campus and prior written necessary permission of Engineer in charge. 164 Supply of following items as per ditrection of engineer in charge 165 Office table (Godrej Make) (6x4 fit) with shelf and Glass 166 Office table (Godrej Make) (8x4 fit) with shelf and Glass 167 Computer table (Godrej Make) (4x3 fit) with Shelf 168 Revolving Chair (Godrej Make) 169 Office chair (Godrej Make) 170 Computer chair Revolving (Godrej Make) 171 Almirah (Godrej Make) 172 Almirah Glass rak (Godrej Make) 173 Split AC (1.5 tonne) Five star (Voltas, Hitachi, Blue star Make) with Stablizer 174 Desktop (Hp, Dell Make) with Color Laser Printer (Hp Make) (i5 processor) 175 Xerox machine (HP, Canon, Samsung Make) 176 Repairing work of existing pump house (Zone - II & III) (Total 03 Nos.)Ist class brick work in 1:6 cement &coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 177 First class brick work in 1:4 cement and local sand mortar in super structure including supply of all materials labour T&P etc required for proper completion of For construction of apron 0.6 m wide work. 178 Supply and fixing of M.S. angle iron 40x40x5mm door chaukhat including supply and fixing of four hinges with one coat of red oxidised primer. 179 1.20 x 2.10 M1.00 x 2.10 M 180 Supply and fixing of the Z-section M.S. window with grill as per departmental type drawing including supply and fitting of handle, locking arrangement etc. with one coat of red oxidised primer. 181 Supply and fixing of cement Jali 45x30 cm at 15 cm above floor level in the Chloronome for proper ventilation. 182 R.C.C. work (with use of C.C. mixer) in proportion of 1:1.5:3 cement, coarse sand and 20mm nominal size (10mm-1 part & 20 mm - 2 part) stone grit with proper finishing including supply of all materials, labour, T&P and Kachcha plaster on wooden plank shuttering or ply shuttering excluding cost of steel but including binding the same with 24 B.W.G. binding wire. 183 Lintels 184 Beam 185 40 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cementincluding 75mm thick base concrete consisting of cement, coarse sand and first class brick ballast 40mm nominal size (20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including fixing of glass strip at desired intervals, supply of all materials, labour, T&P etc. required for proper completion of the work. 186 12 mm thick plaster with cement & coarse sand mortar in 1:6 over brick work minimum thickness not to be less than 12 mm finished with 3 mm floting coating of neat cement including supply of all materials, labour T&P etc. required for proper completion of the work. 187 6 mm thick plaster on ceiling, sunshades and projected slab of R.C.C. work in 1:4 cement and coarse sand including supply of all materials, labour, T&P etc. complete for proper completion of the work. 188 Providing 45 cm wide and 25mm thick cc apron of 1:2:4 cement, coarse sand and 10-20mm stone gritover 75mm thick base concrete in 1:4:8 cement, coarse sand and 40mm nominal size(20mm-2 part & 40 mm-6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials,labour,T&P etc. complete. 189 Brick Coba :- (a)Providing & laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 Kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the R.C.C. slab including adjointing walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5( 1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5(1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of juctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortarof mix 1:4(1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm squared 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operation to be done in order and as directed and specified by the Engineer-in-charge: With average thickness of 120 mm and minimum thickness at khurra as 65 mm 190 The outer surface of wall with two coat of weather coat-All guard, Apex-Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 191 The inner finish should be two coat of oil bound distamper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 192 Supply and fixing of ISI marked water proof flush door shutters of 40 mm thickincluding all labour, T&P etc. complete but excluding painting and including ISI marked oxidized iron fitting e.g. tower bolt, sliding bolt, handle etc. complete as per direction. 193 Supply and fixing of 4 mm thick glass panes in panel of Z-section window shutters including supply of M.S. clip and I.S.I. mark putty etc. as required for proper completion of the work. 194 Supply and fixing of rain water pipe P.V.C. 110mm 6 Kg/Cm2(2 Nos.) with bend and clamp etc. all complete. 195 Painting or varnishing new iron work in small areas or new wood work with one priming coat and one coat of approved paints or varnish including supply of all materials labour, T&P etc required for proper completion of work. 196 Provide 3mm thick floating coat of neat cement over the previously made plaster on by pass chamber & over plinth plaster etc. 197 Providing 15cm long 25 mm dia P.V.C. Pipe spout with slant cutting at ends and fixing the same with cement and coarse sand mortar in sunshades. 198 Supply and fixing 3 mm thick glass strips in floor and aprons panels in 1:3 cement and coarse sand mortar. 199 25x3mm 200 40x3mm 201 Dismantling existing plaster over damage/cracked surface including supply of all materials, labour T&P etc. required for proper completion of the work. 202 Repairing work of existing Over Head Tank (450 KL/18 M) (Zone - II)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 etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after . The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. 203 Surface Preparation:- Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge25mm average thickness 204 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry , all complete as per direction of Engineer-In-Charge. Bars above 12 mm dia 205 Provison for the surface of structure to be treated for strengthening to be roughened properly either by raking joints or by hacking the cement concrete surface with a specially made hacking tool or other wise alternatively to make the surface rough and dust free byproviding spatter key or wire brush. 206 Injection grouting in vertical surface/wall Placing and fixing nozzle by drilling machine in tank wall having minimum dia of Nozzle 15mm and provided on a regular interval not exceeding 1mincluding construction joints.Injection of pidicrete AM (polymer based on shrinkage high strength grout) admixed with cement through nozzles under pressure by sump @ 250 gmsper bag of cement. Sealing the nozzle after grouting with Polymer product mixed with cement. 207 Repairing of spalled and lose concrete where reinforcement is exposed apply like fixit rust remover by means of brush to the reinforcement for clearing bars and steel surface then apply a bonding coat of acreylic based polymer with cement slurry in 1:1 ratio to the pre-wet cencrete by brush. Now apply the mixture of 1:1 cement, coarse sand to the prepared substrate when primer becomes tacky. of 50 mm thick M25 grade.(Taking 20% of total surface area of OHT) 208 Change of S.S. ladder inside the tank, repair of M.H. cover of top dome, change of masquoto jali with new one complete. 209 Supply and fixing of 20 mm diaG.I. pipe railling in stair case and balcony.(Taking only 50% new and 50% old materials) 210 Supply and fitting of lighting conductor on top dome and making earthing with required earthing wire from top to bottom of tank as per direction of engineer in charge. 211 100 mm thick 1:4:8 plain cement concrete and 100 mm thick RCC M15 flooring with apron with 3mm floating coat of neat cementincluding supply of all materials, labour, T&P etc complete. 212 Painting of outer surface of OHT from Top to bottom with two coat of weather coat-All guard, Apex-Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 213 RCC work with cement, coarse sand and 20mm gauge approved stone ballast in proportion of 1:1.5:3 in slabs excluding supply of reinforcement and fixing and binding the same with 0.50mm thick binding wire (to be supplied by the contractor) centering and supply of all materials, labour, T&P etc. required for proper completion of the work. 214 Mild steel or iron work in plain work such as R.C. or R.B. work (When not included, in over all rates) brought to required shape, as necessary including binding for proper completion of work including supply of steel and wastage. 215 1st class brick work in 1:4 cement and Coarse sand mortar in damaged portion of boundary wall including supply of all materials labour, T&P etc. required for proper completion of the work. 216 12mm thick plaster with cement mortar consisting cement coarse sand in ratio 1:4 work minimum thickness not to be less than 10mm on boundary wall including supply of all materials, labour T&P etc. required work. 217 Painting of outer surface of Boundary wall with two coat of weather coat-All guard, Apex-Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 218 Painting on iron work in small areas with one coat priming and one coat of approved paint including supply of all materials, labour and T&P etc. required for proper completion of the work. 219 Dismantling of reinforce Cement concrete or reinforce brick work including sorthing and stacking of serviceable of disposal of unserviceable material within a distance of 50m. 220 Removal of silt and dismantle concrete debris deposited inside the container portion and its desposal, washing, disinfecting & cleaning etc. complete. 221 Supply of all material, labour, T&P etc. for fixing of additional vertical pipe for existing OHT of 22 m staging 222 Repairing work of existing Over Head Tank (500 KL/18 M) (Zone - III)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 etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after . The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. 223 Surface Preparation:- Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge25mm average thickness 224 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry , all complete as per direction of Engineer-In-Charge. Bars above 12 mm dia 225 Provison for the surface of structure to be treated for strengthening to be roughened properly either by raking joints or by hacking the cement concrete surface with a specially made hacking tool or other wise alternatively to make the surface rough and dust free byproviding spatter key or wire brush. 226 Injection grouting in vertical surface/wall Placing and fixing nozzle by drilling machine in tank wall having minimum dia of Nozzle 15mm and provided on a regular interval not exceeding 1mincluding construction joints.Injection of pidicrete AM (polymer based on shrinkage high strength grout) admixed with cement through nozzles under pressure by sump @ 250 gmsper bag of cement. Sealing the nozzle after grouting with Polymer product mixed with cement. 227 Repairing of spalled and lose concrete where reinforcement is exposed apply like fixit rust remover by means of brush to the reinforcement for clearing bars and steel surface then apply a bonding coat of acreylic based polymer with cement slurry in 1:1 ratio to the pre-wet cencrete by brush. Now apply the mixture of 1:1 cement, coarse sand to the prepared substrate when primer becomes tacky. of 50 mm thick M25 grade.(Taking 20% of total surface area of OHT) 228 Change of S.S. ladder inside the tank, repair of M.H. cover of top dome, change of masquoto jali with new one complete. 229 Supply and fixing of 20 mm diaG.I. pipe railling in stair case and balcony.(Taking only 50% new and 50% old materials) 230 Supply and fitting of lighting conductor on top dome and making earthing with required earthing wire from top to bottom of tank as per direction of engineer in charge. 231 100 mm thick 1:4:8 plain cement concrete and 100 mm thick RCC M15 flooring with apron with 3mm floating coat of neat cementincluding supply of all materials, labour, T&P etc complete. 232 Painting of outer surface of OHT from Top to bottom with two coat of weather coat-All guard, Apex-Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 233 RCC work with cement, coarse sand and 20mm gauge approved stone ballast in proportion of 1:1.5:3 in slabs excluding supply of reinforcement and fixing and binding the same with 0.50mm thick binding wire (to be supplied by the contractor) centering and supply of all materials, labour, T&P etc. required for proper completion of the work. 234 Mild steel or iron work in plain work such as R.C. or R.B. work (When not included, in over all rates) brought to required shape, as necessary including binding for proper completion of work including supply of steel and wastage. 235 1st class brick work in 1:4 cement and Coarse sand mortar in damaged portion of boundary wall including supply of all materials labour, T&P etc. required for proper completion of the work. 236 12mm thick plaster with cement mortar consisting cement coarse sand in ratio 1:4 work minimum thickness not to be less than 10mm on boundary wall including supply of all materials, labour T&P etc. required work. 237 Painting of outer surface of Boundary wall with two coat of weather coat-All guard, Apex-Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work. 238 Painting on iron work in small areas with one coat priming and one coat of approved paint including supply of all materials, labour and T&P etc. required for proper completion of the work. 239 Dismantling of reinforce Cement concrete or reinforce brick work including sorthing and stacking of serviceable of disposal of unserviceable material within a distance of 50m. 240 Removal of silt and dismantle concrete debris deposited inside the container portion and its desposal, washing, disinfecting & cleaning etc. complete. 241 Supply of all material, labour, T&P etc. for fixing of additional vertical pipe for existing OHT of 22 m staging 242 E&M worksA. Construction of2Nos Tubewell (600 LPM )TRANSPORTATION 243 RIG MACHINE:-Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 244 AIR COMPRESSOR:-Transportation of 250 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 245 O.P. UNIT :-Transportation of 1 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 246 TUBE WELL ASSEMBLY :-Transportation of TUBE WELL ASSEMBLYincluding Loading , unloading with labour etc complete in all respect . 247 (DRILLING BORE) As per IS 2800 (Part I & II) 248 Barricading 249 Logging of Bore 250 Drilling of 500mm dia bore from G.L. to 100m BGL. 251 Drilling of 500mm dia bore from 100m BGL to200m BGL. 252 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL-Lowering of 200mm X 150mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 200m BGL. 253 Lowering of 200mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL. 254 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 60m BGL to 100m BGL. 255 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 180m BGL. 256 TUBE WELL: ASSEMBLY MATERIALS(As per IS 4270, IS 8110) :-200mm dia size MSERW housing pipe(plain/slotted) 7.1mm thick including with 1 no 200 X150mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick , 11 no M.S. ring 100X12mm thick, M.S.clamp ,T.W. Support (I Section) etc comp in all respect . 257 150mm dia MSERW 7.1mm thick plain /slotted pipe including with 30 no M.S ring 100X12mmthick , 1 noM.S. bail plug , 20 no center guide etc comp in all respect. 258 PEA-GRAVEL (As per IS 4097) :-1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. 259 Development of tube well by 250 PSI air compressor 260 Development of tube well by 250 PSI air compressor 261 Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. 262 Development of tube well by 1 cusec O.P. Unit 263 Cutting of housing cover by gas cutter 264 Development of tube well by 1 cusec O.P. Unit. 265 Re-welding of Tube well cover by Electric welding 266 Watch & Ward during construction period. 267 TEST:-Chemical and bacteriological test. 268 B. Construction of01 Nos Tubewell (1000 LPM )TRANSPORTATION 269 RIG MACHINE:- Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 270 AIR COMPRESSOR:-Transportation of 600 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 271 O.P. UNIT :-Transportation of 3 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 272 TUBE WELL ASSEMBLY:-Transportation of TUBE WELL ASSEMBLYincluding Loading , unloading with labour etc complete in all respect . 273 CONSTRUCTION OF TUBE WELL (DRILLING) As per IS 2800 (Part I & II) 274 Barricading 275 Logging of Bore 276 Drilling of 600mm dia bore from G.L. to 70m BGL. 277 Drilling of 550mm dia bore from 70m BGL to 100m BGL. 278 Drilling of 550mm dia bore from 100m BGL to200m BGL. 279 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL:-Lowering of 300mm X 200mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 200m BGL. 280 Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL. 281 Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 60m BGL to 100m BGL. 282 Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 180m BGL. 283 TUBE WELL: ASSEMBLY MATERIALS (As per IS 4270, IS 8110):-300mm dia size MSERW housing (plain/slotted)pipe 7.1mm thick including with 1 no 300 X200mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick , 11 no M.S. ring 100X12mm thick, M.S.clamp ,T.W. Support (I Section) etc comp. in all respect . 284 200mm dia MSERW 7.1mm thick plain /slotted pipe including with 30 no M.S ring 100X12mmthick , 1 noM.S. bail plug , 20 no center guide etc comp in all respect. 285 PEA-GRAVEL (As per IS 4097):-1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. 286 Development of tube well by 600 PSI air compressor 287 Development of tube well by 600 PSI air compressor 288 Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. 289 Development of tube well by 3 cusec O.P. Unit 290 Cutting of housing cover by gas cutter 291 Development of tube well by 3 cusec O.P. Unit. 292 Re-welding of Tube well cover by Electric welding 293 Watch & Ward during construction period. 294 TEST :-Chemical and bacteriological test. 295 C. Construction of01 Nos Tubewell (800 LPM )TRANSPORTATION 296 RIG MACHINE:-Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 297 AIR COMPRESSOR:-Transportation of 250 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 298 O.P. UNIT :-Transportation of 1 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 299 TUBE WELL ASSEMBLY :-Transportation of TUBE WELL ASSEMBLYincluding Loading , unloading with labour etc complete in all respect . 300 (DRILLING BORE) As per IS 2800 (Part I & II) 301 Barricading 302 Logging of Bore 303 Drilling of 550mm dia bore from G.L. to 100m BGL. 304 Drilling of 550mm dia bore from 100m BGL to200m BGL. 305 TUBE WELL: ASSEMBLY MATERIALS (As per IS 4270, IS 8110):-Lowering of 200mm X 200mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 200m BGL. 306 Lowering of 200mm dia MSERW 7.1mm thick plain/slotted pipe from GL to 100 m BGL. 307 Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 180m BGL. 308 TUBE WELL: ASSEMBLY MATERIALS (As per IS 4270, IS 8110):-200mm dia size MSERW plain/slotted pipe 7.1mm thick including with 2 no 200 X150mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick , 40 no M.S. ring 100X12mm thick, M.S.Clamp,1no bail plug ,T.W. Support (I Section),20 nos center guide etc comp.in all respect . 309 PEA-GRAVEL (As per IS 4097):-1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. 310 Development of tube well by 350 PSI air compressor 311 Development of tube well by 350 PSI air compressor 312 Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. 313 Development of tube well by 3 cusec O.P. Unit 314 Cutting of housing cover by gas cutter 315 Development of tube well by 3 cusec O.P. Unit. 316 Re-welding of Tube well cover by Electric welding 317 Watch & Ward during construction period. 318 TEST :-Chemical and bacteriological test. 319 D. Construction of02 Nos Tubewell (500 LPM )TRANSPORTATION 320 RIG MACHINE:-Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 321 AIR COMPRESSOR:-Transportation of 250 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 322 O.P. UNIT :-Transportation of 1 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 323 TUBE WELL ASSEMBLY :-Transportation of TUBE WELL ASSEMBLYincluding Loading , unloading with labour etc complete in all respect . 324 (DRILLING BORE) As per IS 2800 (Part I & II) 325 Barricading 326 Logging of Bore 327 Drilling of 500mm dia bore from G.L. to 100m BGL. 328 Drilling of 500mm dia bore from 100m BGL to200m BGL. 329 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL-Lowering of 200mm X 150mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 200m BGL. 330 Lowering of 200mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL. 331 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 60m BGL to 100m BGL. 332 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 180m BGL. 333 TUBE WELL: ASSEMBLY MATERIALS(As per IS 4270, IS 8110) :-200mm dia size MSERW housing pipe(plain/slotted) 7.1mm thick including with 1 no 200 X150mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick , 11 no M.S. ring 100X12mm thick, M.S.clamp ,T.W. Support (I Section) etc comp in all respect . 334 150mm dia MSERW 7.1mm thick plain /slotted pipe including with 30 no M.S ring 100X12mmthick , 1 noM.S. bail plug , 20 no center guide etc comp in all respect. 335 PEA-GRAVEL (As per IS 4097) :-1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. 336 Development of tube well by 250 PSI air compressor 337 Development of tube well by 250 PSI air compressor 338 Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. 339 Development of tube well by 1 cusec O.P. Unit 340 Cutting of housing cover by gas cutter 341 Development of tube well by 1 cusec O.P. Unit. 342 Re-welding of Tube well cover by Electric welding 343 Watch & Ward during construction period. 344 TEST:-Chemical and bacteriological test. 345 E. Pumping plant with piping and valves (600 LPM) 346 SITC with following1.Clear water submersible pump complete with electric motorcapable to operate on 380/420 volts 3 phase 50 Hz A.C. for 600 LPM. 58Mtr. Head and 15 HP(bothe tentative).- 1SetMAIN PIPING AND VALVES:-2.1-100 MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc2.2:-CI-D/F 90 Degree bend of size 100 mm dia -1No2.3:- CI-A/F Tee of size 100 mm dia -1No2.4:-M.S. distance piece of 100 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.-3no2.5:-M.S. enlarger/reducer of suitable size.-1No2.6:-Reflex Valve 100 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set3:-Tools and Spanners with Pipe Wrench etc.-1Set4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No5:-9 inch size pump protection ring -1No6:-Miscellaneous items-1No7:-Painting of pumping plant materials-1job8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job9:-Commissioning & testing of pumping plant.-1job10:-On account ofwatch & ward during Pump Installation -1job 347 Spare column pipe heavy duty 348 Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit. 349 SCADA Compatable chlorinating system 350 Sluice valves with motor operated actuator valves of size 100 mm 351 CE/UL Certified electromagnetic flowmeter of size 100mm 352 Soft starter 15 KW or suitable capacity 353 CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W 354 Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT 355 CE/UL Certified Pressure transmitter 356 F. Pumping plant with piping and valves (1000 LPM) 357 SITC with following1.Clear water submersible pump complete with electric motorcapable to operate on 380/420 volts 3 phase 50 Hz A.C. for 1000 LPM. 60Mtr. Head and 25 H.P.(bothe tentative)- 1SetMAIN PIPING AND VALVES:-2.1-150MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc2.2:-CI-D/F 90 Degree bend of size 150 mm dia -1No2.3:- CI-A/F Tee of size 150 mm dia -1No2.4:-M.S. distance piece of 150 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.-3no2.5:-M.S. enlarger/reducer of suitable size.-1No2.6:-Reflex Valve 100 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set3:-Tools and Spanners with Pipe Wrench etc.-1Set4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No5:-9 inch size pump protection ring -1No6:-Miscellaneous items-1No7:-Painting of pumping plant materials-1job8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job9:-Commissioning & testing of pumping plant.-1job10:-On account ofwatch & ward during Pump Installation -1job 358 Spare column pipe heavy duty 359 Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit. 360 SCADA Compatable chlorinating system 361 Sluice valves with motor operated actuator valves of size 100 mm 362 CE/UL Certified electromagnetic flowmeter of size 150mm 363 Soft starter 22 KW or suitable capacity 364 CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W 365 Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT 366 CE/UL Certified Pressure transmitter 367 G. Pumping plant with piping and valves (800 LPM) 368 SITC with following1.Clear water submersible pump complete with electric motorcapable to operate on 380/420 volts 3 phase 50 Hz A.C. for 800 LPM.60Mtr. Head and 20 HP(bothe tentative).- 1SetMAIN PIPING AND VALVES:-2.1-100 MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc2.2:-CI-D/F 90 Degree bend of size 100 mm dia -1No2.3:- CI-A/F Tee of size 100 mm dia -1No2.4:-M.S. distance piece of 100 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.-3no2.5:-M.S. enlarger/reducer of suitable size.-1No2.6:-Reflex Valve 100 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set3:-Tools and Spanners with Pipe Wrench etc.-1Set4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No5:-9 inch size pump protection ring -1No6:-Miscellaneous items-1No7:-Painting of pumping plant materials-1job8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job9:-Commissioning & testing of pumping plant.-1job10:-On account ofwatch & ward during Pump Installation -1job 369 Spare column pipe heavy duty 370 Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit. 371 SCADA Compatable chlorinating system 372 Sluice valves with motor operated actuator valves of size 100 mm 373 CE/UL Certified electromagnetic flowmeter of size 100mm 374 Soft starter 15 KW or suitable capacity 375 CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W 376 Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT 377 CE/UL Certified Pressure transmitter 378 H. Pumping plant with piping and valves (500 LPM) 379 SITC with following1.Clear water submersible pump complete with electric motorcapable to operate on 380/420 volts 3 phase 50 Hz A.C. for 500 LPM.60Mtr. Head and 12.5 HP(bothe tentative).- 1SetMAIN PIPING AND VALVES:-2.1-100 MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc2.2:-CI-D/F 90 Degree bend of size 100 mm dia -1No2.3:- CI-A/F Tee of size 100 mm dia -1No2.4:-M.S. distance piece of 100 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.-3no2.5:-M.S. enlarger/reducer of suitable size.-1No2.6:-Reflex Valve 100 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set3:-Tools and Spanners with Pipe Wrench etc.-1Set4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No5:-9 inch size pump protection ring -1No6:-Miscellaneous items-1No7:-Painting of pumping plant materials-1job8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job9:-Commissioning & testing of pumping plant.-1job10:-On account ofwatch & ward during Pump Installation -1job 380 Spare column pipe heavy duty 381 Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit. 382 SCADA Compatable chlorinating system 383 Sluice valves with motor operated actuator valves of size 100 mm 384 CE/UL Certified electromagnetic flowmeter of size 100mm 385 Soft starter 15 KW or suitable capacity 386 CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W 387 Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT 388 CE/UL Certified Pressure transmitter 389 I. Stablizer for All Zone 390 Stablizer 25 kva or suitable capacity 391 Stablizer 15 kva or suitable capacity 392 J. OHTE&M WORK for all Zone 393 Motor operated actuator with Sluice valveson distribution line of 350 mm size 394 Radar type level transmitter at OHT 395 Electromagnetic flowmeter of suitable size at distribution line of 350 mm size 396 Motor operated actuator with Sluice valveson distribution line of 250 mm size 397 Electromagnetic flowmeter of suitable size at distribution line of 250 mm size 398 K. Automation of Units of T/Wall zone 399 CE & UL Certified RTU/PLC in IP 54 enclosure suitable to communicate with GSM based modem unit with CPU & power supply with analog & digital parameters & features as specified for T/W to store and transmit data on GSM Backbone.RTU/PLC designed with logic to transfer data at multiple stations as specified in tender documents 400 GSM/GPRS based wireless communication 4G modem for RTUs/PLC capable to transfer data from remote site to CS with all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender documents. 401 CE/UL Certified Intelligent energy meters 402 Auto phase reversal Unit 100 Amp 403 CE/UL Certified Surge Protector for control panel 404 CE/UL Certified 7 HMl touch screen suitable to communicate with PLC/RTU for Local display and control of Process Parameters 405 Control panel with IP 54 protection, industrial grade for all equipments( Separate for control 24 Vand power equipments 406 Installation,Testing and commissioning 407 Trial run 3 months 408 L. MCS Centeralized control oom for all zone 409 CE/UL & BIS certified industrial grade LED monitor with latest configuration as per technical specification of size- 65 410 Video wall media player of same OEM 411 Desktop/PC with i5/i7 configuration as per technical specification 412 CE/UL Certified 5 KVA UPS With battery as per tech specification 413 Full development version/Run Time version of requiared TAGS SCADA softaware with custamization of software for MCS as per specfication given 414 CE/UL certfied master control room PLCwith redundant CPU & power supply at MCS in lP54 enclouser as per spec mentioned in bidding documents 415 CE/UL certified field gateway agent for transferring data from MCS to control room 416 GSM Based wireless/broadband/ Equivalent communication system for PLC Capable to transfer/received data & gather data from remote site to MCS, All accessories included signal enhancer with antenna and all running expenses till DLP 417 CE/UL certified Firewall for network protection 418 Surge protector for ethernet communication protection 419 CE/UL Certified industrail grade ethernet switch 420 Mobile app facility system architecture (industrial internet based & viewed through mobile apps for increased local & remote visibility) 421 CANON/HP/Equivalent LASER printer 1018 or equivalent 422 Complete cabling of tubewell including all power & control cable for T/W 423 Security Survelliance IP Camera with recorder (OPTIONAL) 424 Installation,Testing and commissioning with required furniture and A/C etc. 425 Trial run for 3 months 426 M. Trail Run for 3 Months for all Tubewell 427 Sodium hypochloride 428 Operation of pumping plant

BRR : 10421750 Tender For Yard Development Work, Construction Of Ladies Toilet, Construction Of App Road In Campus And Other Misc Civil Works At 33 Kv S/S Campus Dph - 1 PART-A 2 (B-162/14.55)Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. 3 1.8E/W in excavation by mechanical means (hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5m in whichor 10 sqm on plan) including dressingof sidesand ramming of bottoms, lift up to 1.5 m, including taking outthe excavated soil and depositing and refilling of jhiri with watering &ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils. 4 (B-54/3.1.6)Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) 5 (B) M15 grade Nominal Mix1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). (3.1.2) 6 RR stone masonry for with hard stone in foundation and plinth in CSM above 30cm thick wall in CM 1:6 (1cement :6 Sand) (6.1.6) 7 (B-107/10.16)Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4,with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of Engineer In Charge 8 (B-72/6.15)Providing and fixing horizontal chajja of Red/ White sand stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 9 (B-65/5.2.2)Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) 10 (B-66/5.8.3)Half brick masonry in Superstructure , above plinth level upto floor Vlevelusing bricks of designation 75 Cement mortar 1 : 6 (1 cement : 6 coarse sand) 11 (B-139/12.3.2)Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish:20mm thick. 12 (B-139/12.5)6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand) 13 (B-139/12.3.3)12 mm thick 14 (B-139/12.3.1)25 mm thick 15 (B-144/12.37.3)Removing dry or oil bound distemper by scrapping sand papering and preparing surface smooth including necessary repairs to scratches by sandla/loi and all scaffolding (for colour changing only) 16 (B-142/12.22.1)Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete.(A) New Plastered Surface (three or more coats) 17 (B-144/12.37.1)Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding:New work (two or more coats) over and including scrapping andpriming coat with cement primer. 18 (B-145/12.42)Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). 19 (B-146/12.46.1)Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :(A) Two or more coats on new work 20 (B-146/12.46.2)(B) One or more coats on old work. 21 (B-107/10.17.1)Grading roof for water proofing treatment withwater proffing compoundCement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 22 (B-140/12.7)Finishing with neat cement (punning). 23 (B-109/10.22)Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 24 (B-56/3.8)Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : 25 (B-101/9.19.3)Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :Windows side hung /Ventilators top or centre hung (openable) 26 (B-102/9.26)Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. 27 (B-102/9.27)Providing and fixing Square bars or other flat welded to window, ventilatiors etc. 28 (B-133/11.26)Random rubble dry stone Kharanja under floor. 29 (B-98/9.5)Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 30 (B-72/6.17.3)Supplying and fixing in walls machine cut and polished stone shelves, tands andin CM 1:3 with machine cut edges :Kota stone minimum 30mm thick. 31 (B-100/9.17)Providing and fixing M.S. sheet 1mm thicksingle leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint 32 (B-93/8.13.2.1)Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure A: 30 mm thick .Commercial Veneer both side 33 (B-93/8.14)Extra for providing external lipping with 2ndclass teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13. 34 (B-146/12.45.1)Applying priming coat :With ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood. 35 (B-72/6.18.1)Supplying and fixing stone lintels/bed plates of approvedquarryroughdressedincement mortar 1:4 :Upto 15 cm. thick. 36 (B-132/11.19.1)Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. For area of each slab upto 2001 sqcm 37 (B-86/7.12)Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 38 (B-86/7.13)Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirmingto IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 39 (S-217/1.2.2)P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: Size 580x440mm. 40 (S-218/1.14.1)P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete.Flat Back (small) size 456x355x265mm. . 41 (S-223/1.45.1)P & F Looking Mirrors with P.V.C. frame of approved make as per direction of Engineer-in-charge Size 500x400mm 42 (S-221/1.36.3)P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall :Size 550 mm x 400 mm 43 (S-224/1.47.8)P & F Towel Rail or Ring of approved quality/make: C.P. Brass Towel Ring revolving type 44 (S-225/1.52.1)P & F Soap Dish or Tray of approved quality / make C.P. brass 45 (S-240/2.38.2)Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)(A) 20mm nominal size 46 (S-240/2.38.4)(B) 32mm nominal size 47 (S-240/2.39.2)Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work).(A) 20 mm nominal size 48 (S-240/2.39.4)(B) 32 mm nominal size 49 (S-233/2.12.1)P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. C.P. Inlet connection 15mm.Brass (IS : 8931 marked) 50 (S-232/2.7.3)P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make:C.P. Brass bib cock,15mm nominal bore. 51 (S-233/2.14.9)P & F Flush Cock / Flush Valve (IS : 9758 Mark) for WC of approved quality make :Brass / GunmetalHalf-turnwt. 1 Kg.ofapprovedquality / make,25mmnominalbore. 52 (S-233/2.15.1)P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make:Gun metal 15 mm nominal bore 53 (S-233/2.15.3)Gun metal 25 mm nominal bore 54 (S-233/2.13.7)P & F 15 mm. Dia Connection Pipe of approved quality/make :CP Brass Pipe with CP Brass nuts upto length 450mm. 55 (S-236/2.26.3)P & F PVC Storage Tank ISI Marked (IS : 12701) indicating theBIS license No),of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 500 litres capacity. 56 (S-232/2.11.2)P & F Ball Cock (IS :1703 Mark) with Rod & P.V.C. Ballcomplete :Brass wt. Not less than 400 gm, 20mm. 57 (S-250/3.19.1)Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead.Depth up to 0.5 M 58 Construction of Soakage well in all types of soil of approved drawing, top 90 Cm .Portion in 450mm thick masonry with CM 1:6, 80 mm thick stone slab covering,jointing of slab in CM 1:3 ,Ralthal, kharanja 40mm thick M-15 grade C.C flooring, earth worketc . complete including disposal of surplus earth within a lead of 50 mtr . Inner dia90 Cm & 10 to 12 Mtr deep. (3.24.1) 59 (S-/4.25.1)Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with40 mm thicknessDiameter 900 mm 60 (S-247/3.16.2)P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2 approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.(b)75 mm dia 61 (S-247/3.16.3)(b)110 mm dia 62 (S-244/3.3.1)Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) upto haunches of S.W. pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm.) concrete width to be reduced from width W at center of pipe to `0` at top of pipe. (Excluding cost of pipe)100mm dia S.W. pipe 63 (S-248/3.17.9.(ii))P&F rigid PVC pipe fittings (IS: 4985 mark) of approvedquality /make including joining the pipe with solvent cement rubber ring and lubricant:Bend 87.5-110 mm dia 64 (S-249/3.17.12(ii))Vent Cowel 110 mm dia 65 (S-248/3.17.3(ii))Plain Tee110 mm dia 66 (S-249/3.17.15(ii))Pipe Clip 110 mm dia 67 (S-251/3.21.2)Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.Inside size 450 x 450mm depth upto 0.5 M Cement cover with frame 68 (S-255/3.38.1)Construction of Cement Concrete Chamber 125mm dia.C.P. Brass grating 69 (S-217/1.3)P & F European type white glazed vitreous china 1st quality W.C pan (IS : 2556 Mark) with P or S trap including cutting and making good the wall and floor 70 (S-217/1.7.2)P & F water closet Seat Covers with brass hinges complete :Solid PVC (IS 2548 marked) grade-I-do- White. 71 (S-217/1.9)Labour charges for removing W.C. pan (any type) of all sizes with care including all necessary fittings P or S trap. 72 (S-218/1.20.3)P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball (IS: 1703 mark) complete including cutting and making good the wall:PVC withPVCbend and superior internal fittings as per IS : 7231 . 73 (S-220/1.59)P & F Jet spray for water closet with C.P. Copper Tube flange of approved make. 74 (S-/1.65)P & F C.P. Health Faucet with 1Mtr. Long Tube & Hook of approved make and heavy as per direction of Enginner-in-Charge 75 (S-/2.33.5)Providing and fixingSuperior quality CP Brassfittings of approved make as per direction of Engineer-in-charge Two way Bib Cock 15 mm nominal size 76 (S-231/2.6.5)P & F Pilllar Cocks (IS :8931 : 1993 Mark) of superior quality and approved make:C.P. Pillar cock, high-neck, 15 mm nominal bore. 77 (E-07/3.1.1)Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) on surface ISI marked ( IS:14927 P - II ) virgin materialUPVC trunking & its accessories, Hot Dipped GalvanizedModular box of 1.2 mm thickwith earth terminal/ Surface Moulded virgin materialUPVCModular Box , 10 A Modular switch,Modular faceplate with grid plate, 3 pin ceiling rose/holder /3 way Connector,screws,making connections, testing etc. as required. For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR Short point (up to 3 mtr.) 78 (E-07/3.1.2)Medium point (up to 6 mtr.) 79 (E-07/3.1.3)Long point(up to 10 mtr..) 80 (E-08/3.3.1)Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) on surfaceISI marked ( IS:14927 P - II ) virgin materialUPVC Trunking & its accessories, Hot Dipped GalvanizedModular box of 1.2 mm thickwith earth terminal/ Surface Moulded virgin materialUPVCModular Box,modular 10A switch, 3/5 pin6 Amodular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR:On board 81 (E-9/4.1.7)Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,in existingsurface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR 2 x 2.5 sq. mm. + 1x1.5sqmm 82 (E-9/4.1.14)2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. 83 (E-8/3.4.2)S&F following sizesof ISI marked ( IS:14927 P - II ) virgin materialUPVC trunking along with accessorieslike coupler, inner, outer, elbow, square box, tee, end cap etc. on surfacewithscrews, expansionfastenersas required. For additional technical parameters of product / work refer Annexure A attached with this BSR25 mm x 12 mm 84 (E-33/7.36)Providing and fixing of power plug point with non modular accessories as per PWD specification for electrical Works withGalvanized box of 1.2 mm thickwith earth terminal with suitable size phenolic laminated sheet (IS : 2036 -1995) cover including cost of 16 amp. Switch (IS :3854) and 3/6 pin 16 amp. socket outletmaking connection , testing , etc. as required. . For specification ofWiring accessories refer ChapterE - 07 related item &For additional technical parameters of product / work refer Annexure A attached with this BSR 85 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load andsite requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted inexisting distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above ratingincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Single pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating(E-17/6.1.1.2) 86 Providing & Fixing of 240/415 V isolatorISI marked IS:13947-III/conforming to IEC 60947-3, suitable for AC22A utilization category, 4KV impulse withstand voltage,true contact indication,Red colour dolly / lever shall have single mould covering over all poles for operation , two position din rail mounting,minimum phase termination capacity of 35sq.mm.IP 20 contact protection and fitted in existing distribution board / sheetincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR Double pole isolator 63 A Rating (E-18/6.2.1.2) 87 (E-22/6.10.1.2)Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Metaldoor (single phase) IK-09 and IP-43 with Metal end box 6 way(6+2) 88 (E-22/6.10.1.1)4 way(4+2) 89 (E-14/5.2.1)P & F in position frame made out of M.S. angle (riveted or welded) finished with two coats of red oxide and two coats enamel paint including cutting, welding, holes etc.of following sizes as required.For additional technical parameters of product / work refer Annexure A attached with this BSR 25mm x 25mm x 3mm 90 (E-14/5.5.3)P & F paper phenolic resin bondedlaminates confirming to IS : 2036 -1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc platednut and bolts as required. For additional technical parameters of product / work refer Annexure A attached with this BSR 6.4mm thick 91 P & F IS:371 marked6 amp surface type ceiling rose including making connection testing etc. as required.Group2E071400Providing & Fixing ofISI marked (IS:371) 6 amp surface type 3 pin ceiling rose with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material, brass terminal & captive screws including making connection testing etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(E-28/7.12) 92 P & F ISI marked6 amp bakelite batten/angle holder including making connection testing etc. as required.Group2Providing & Fixing of ISI marked (IS:1258) batten/angle lampholder with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material, brass terminal & captive screwsincluding making connection testing etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .(E-28/7.13) 93 Providing & Fixing of energy efficient direct fit (Retrofit)Polycarbonate/ GlasshousingSMD Mid Power LED tube rod(with integral driver & alumn. heat sink ), on existing fixture.system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0.95,CRI >80 , life time of minimum35000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall be submitted.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .1200mm , Min. Lumens output 2000 lmLED Tube rod with Polycarbonate Housing (E-87/17.2.2) 94 (E-56/11.2.1.1)Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed ArrmouredAluminiumcable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV withH4- Grade electrolyticaluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) includingtesting etc. as required of following size. OEM must have its own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure A attached with this BSR 4.0sqmm 2core. 95 (E-90/17.9.3)Providing & Fixing of energy efficient /energy saving IP 20 LED direct retrofit Bulbin existing holder or fixture as required with system lumen efficacy ≥100 lm/Watt output ,pf 0.95 , CRI >70,minimum life time of minimum25000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. All as per pre approved by engineer in charge . for additional technical parameters of product/ work, refer Annexure A attacheded with this BSR. 9 Watt 96 (E-82/15.12.1)Providing & Fixing of Heavy duty capacitor start, copper woundDouble ball bearing900/1400 RPM single phaseExhaustfan conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .300 mm sweep(900/1400 RPM) 97 (E-30/7.26)Providing & Fixing of ding dong/musical chime bell as per PWD specification for electrical Works, including making connection testing etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 98 (E-31/7.29.1)Providing & Fixing of modular type 120 W Step Fan regulator duly ISI marked (IS 11037:1984 ) with CM/L no. printedmade out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tipwith IP-20 rating ,includingall as per pre approved by Engineer in charge,making connections, testing etc. as required.For additional technical parameters of product / work refer Annexure A attached with this BSR5 step fan regulator 2 Module 360 dgree rotating 99 (E-81/15.7.3)Providing & Fixing ofBEEStar rated copper wounded double ball bearing capacitor start, aluminium body & Metallicblade ceilingfanConforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .1200 mm Sweep BEE 3 Star rated (service value >=5.0 to< 5.5 ) 100 (E-88/17.4.2.2) Providing & Fixing of IP20, 2x2 LED Surface/ Recessedmounting Mid power SMD type LED Light fixture not less than 50mm housing depth made from CRCA sheet steel housing, high purity / transmisivity UV stabilized Non -yellowish diffuser for uniform light distribution. High efficiency with 4 KV internal/external surge protection BIS certified isolated driver having efficiency > 85% , with Short & Open circuit protection(Integral with light fixture). System lumen efficacy of ≥ 120 lm/Watt ,THD < 10 % , p.f.≥0.95,CRI >80 ,life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted.All as per pre approved by Engineer in charge. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .Surface Moutning Minimum lumen output 3600 lm 101 (E-82/15.15.1)Providing & Fixing of 450 mm SweepOscillating type Wall mounting / Pedestal typefans with Three speed, ON andOFF position, Sintered Iron bush oil impregnated,with metal front and back 120 or moreribs guard; Three no. Aluminiumblades, minimum Air delivery 100 Cum. / Minute , Minimum Service Value 1.11 Cum./min/watt, noise level should be <= 75 dB, power consumption <= 120 watts, motor protection through thermal overload protection device, including fixing with anchor bolts, making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .Wall mounting type with Adjustable Vertical Angle 102 (E-95/18.12.6)Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminummaterial with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass coverand secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver& has a unique BIS R number withInput Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driverEfficiency >85%,THD(I) <10%Humidity 10% to 90% RH Working Temp -5C to 45C .driver current <750mA. The luminaireshall be BIS certified and Trade mark certified. Life ExpectancyEqual or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs.Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities forLED fixtures.(LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .LLED Street Light fixture with Minimum lumen output 11225 lm 103 (E-95/18.12.2)LED Street Light fixture with Minimum lumen output 3700 lm 104 (E-96/18.18.3)PProviding & Fixing of Street light bracket made out from following size of B class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with heavy duty pole clamp, Saddles suitable fastners etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 32 mm Dia. (E-96/18.18.3) 105 (B-175 /16.1.1.1)Providing and fixingaluminum workfor doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and thedirections of Engineer- in – charge .(Glazing and paneling to be paid for separately).For fixed portion Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer) 106 (B-175 /16.1.2.1)Providing and fixingaluminum workfor doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and thedirections of Engineer- in – charge .(Glazing and paneling to be paid for separately).For shutters builtup standard tubular sections of openable doors ,windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately).Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer) 107 (16.10.2)Providing and fixing expanded grill made of aluminum as per designand drawing having members section of size 7.5mm x 6.0mm and opening of size 102mm x 99mm to aluminum window/vent with required screws, Y and H aluminium sec (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge. Powder coating aluminum ( minimum thickness of powder coating 50micron) 108 (B-176/16.5.2)Providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with PVS / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basicitem.)With float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg/sqm) 109 (B-176 /16.4.1)Providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board Grade I, Type II conforming to IS : 12823 bonded formaldehyde synthetic resin ,of approved brand and manufacture in paneling fixed in aluminium doors ,windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer-in-charge.Pre-laminatedparticleboardwithdecorativelaminationononesideandbalancinglaminationonotherside. 110 (B-177/16.8)Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. 111 (B-177/16.9.3)Providing and fixing aluminium U shape handle of size 100mm with SS screws etc. Complete as per direction of Engineer-in-chargePolyester powder coated minimum thickness 50 micron aluminium . 112 (B-176/16.6.1)Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. With stainless steel cover plate 113 (B-95/8.27)Providing and fixing IS : 3564 marked aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete. 114 (B-15.29)Providing and Applying ACRYLIC emulsion polymer waterproofing chemical coating, on over roof on over roofslabs/terrace/balconies/parapet wall etc.with following method/specification:Paint the surface with regular paint brush so as to obtain approximately 0.3mm thickness coating. apply the 2nd coat next day at right angles to the 1st coat so that total thickness of the coating should be approximately 0.6mm coverage by using above formulation will be 40 ft2/ litre of chemical. painted surface does not require any external water curing since chemical will hold sufficient water for curing.After the primer coat Apply 2 coats of modified acrylic emulsion polymer water proofing compound having solar heat reduction properties coating @ 0.330 KG/SQM on the surface of the interval of 3-4 hours. Undulation on the surface is repair before the waterproofing work. 115 B-1.31Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 116 (B-152/13.24)Labour charges for repair to door / window with out using any material such as applying randha ( finishing ) tightening of bolts & screw etc 117 (B-150/13.4.1)Renewing glass panes,with putty and nails wherever necessary Float glass panes of thickness 4 mm 118 9.8Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. 119 9.8.1(A) Extra if square,rectangular hollow tubelarsections are used or grill made by flats only 120 9.2Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: 121 9.3.1Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.Hot finished welded type tubes. 122 17.1Supply and installation of Multi Rib Proofing/cladding Sheet Manufacture out of0.50mm TCT (Total Coated Thickness) high tensile Zinc aluminum alloy coated galvalume steel (as per 150gsm zinc aluminum coated 550Mpa tuekd strength) confirming to IS: 1397/astm A-792 sheet to have wide pens 30mm high NB at 250 centre and centre width of 1020mm sheets be casted with regular modified polyster system on a continuous with line on centre for face and with a polyster coating respectively sheet shall have proportionality with siphoned plate made to prevent leakage sheet shall be fixed by more of sell drilling lift tapping hot dip zinc coated hox head fasterner of size 12x14x55mm long. The sheet shall be supplied in cost one length and for a minimum up to 12mts with all scaffolding. 123 4.9Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 124 (B-/9.39)P & F of double leaf steel shutter for cupboard, the frame is made of pressed steel ISI section 80X25 mm X 1.25mm thick with 1.00mm MS sheet to spot welded including holdfasts of 15X3mm, MS oxidized fittings such as butt hinges, sliding doors bolts, handles, tower bolts & twin peg etc complete including applying priming coat of approved steel primer of red oxide zinc chromate & spray painting in approved shade with deco paint of approved quality complete as per direction of Engineer in charge. 125 (B- /8.33)Providing and fixing Almirah lock (50 to 70 mm size )of approved makewithout pair of handles for door with necessary screws etc completeas per direction of Engineer-in-charge. 126 16.61/B-16 Labour Charges for removing and refixing Aluminium Partitions door including minor repair on alterationin the same. 127 (B- /13.12)Repair to stone masonary in cement sand mortar 1:6 with old and new stone. 128 B-/16.58)Supplying and fixing Rollor Blinds of good quality and approved make made out of Imported fabric including Roller Mechanism and lock with chain system with all necessary hooks etc. complete as per direction and sample approved by engineer-in-charge. 129 (B-156/14.2.2)Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge.1: 4: 8 or leaner mix. 130 (B-48/1.28) Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr.: All kinds of soil 131 11.38.3(A)Providing and laying ofpaver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement)M-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc.Category A Denated units to key into each other on four faces zigzagshape as per IRC SP 63:2004 132 11.39Add extra over item No. 11.38, A to C if reflective paver block, manufactured with wet cast vibration system in two layers is used. 133 (B-/11.40)Add extra over rates of item No. 11.38, A to C if colored paver blocks are used 134 7.52Providing and fixing machine pressed cement concrete (M-20) compressed with hydraulic compression machine kerbs or dands of size upto 60cm length as per drawing, jointing with cement mortar (1:3) over 20 mm thick base cement mortar (1:6) & painting the exposed surface with enamel paint of approved brand complete work as per direction of Engineer in charge size 15 cm x 38 cm. 135 (B-/12.32) Pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 fine sand): Flush/ Ruled pointing 136 11.41(B)Providing and fixing 25 mm thick Non slippery reflective type designer paving tile with metallic hardening using 2 Kg/sq.mtr made out of cement concrete of required grade, sizes of tile upto 300X300 mm Manufactured with wet cast Vibration system in two layers and laid over base of 20 mm thick cement morter1:4 using neat cement slurry in cluding finishing of joints etc. complete.Using M-30 grade cement Concrete 137 (B-131/11.17.4)Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles includingrubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand)Ordinary cement without any pigment. 138 13.29/B-153Repair to damaged RCC slabs, beams and columns etc for strengthening with cement mortar 1 : 2 in following steps :- i) Choping losse and cracked concrete to required depth, cleaning the exposed surface of steel and concrete with wire brush and sand papering , cleaning of concrete surface with water as necessary and getting dried..ii) Applying Epoxy primer on the exposed steel bars. iii) Applying Epoxy hardener and resin mix (as per manufectureds specification) on concrete and steel bars with brush.iv) Speading dry cement mortar 1 : 2 mix over epoxy treated wet surface and allow it to dry for one day.v) Plastering the surface with cement sand mortar 1 : 3 upto depth of 30mm complete.(vi) Cure the plastered surface for 15 days, All work including scaffolding etc. complete in all respect. 139 (B-104/9.38.3)Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size.Welded mesh 25 mmx 25 mm x 2.1 mm

BRR : 9463264 Tender For Repairing Work Of Parikhana At Bhatkhandey Sanskrit Vishwavidyalay Campus District-Lucknow, 1 Repairing work of Parikhana at Bhatkhandey Sanskrit Vishwavidyalay Campus District-Lucknow 2 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In lime mortar 3 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 Rmts lead : 4 Of area 3 sq. mts and below 5 Of area beyond 3 sq. metres 6 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 Rmts lead : Of area 3 sq. mts and below 7 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm 8 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 9 Dismantling aluminium/ Gypsum/Wooden partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineerin-charge. 10 Disposal of building rubbish/malba/similar unseviceable, dismantled or waste material manually beyond 50 metres initial lead.(Labour Rates as perA.S.IL.K.O CurrentRate.) 11 De-vegetation from monument by removing bushes, trees includingcomplete uprooting from the wall & roofs / structures carefullyincluding suitable chemical treatment to roots to avoid further growthincluding disposal of rubbish with in 50 mtr. Lead as per direction ofEngineer in-charge. 12 Careful removal of existing deteriorated /damaged / weathered lime plaster without damaging the below surfaces and including safety precaution, scaffolding and efficient precise tools for removing of plaster as directed by Engineer-in-Charge 13 Raking out joints of brick masonry surface to the required width and depth, with due care and precaution, by mecahnical /manual means, including preparing and cleaning the surface for re-pointing /refilling of joints, including disposal of rubbish to the 14 Stitching of wide cracks carefully by taking out all loose materials, cleaning with pressure water pumps & air blower and filling 1/3 depth with lime mortar with cross masonry stitching using Brass/SS clamps and chiken mesh with matching bricks in lime mo 15 Chhapai 8-10 mm thick in (1:1:1) 1 Lime putty: 1 Surkhi: 1 Coarse sand on the traditional underpinning(brick masonry),mixed with other traditional material for more strength of mortar mixing withWood Apple,Gum, Black Gram,Molasses & Fenugreek seeds ,including all supply of labour,material & T&P required for proper completion in all respectfilling the core masonry voids very-2 carefully and pushing the mortarin joints.( Labour Quantity Approved by D.G A.S.I , New Delhi,vide Dy.No 5401 Date 15/11/2017.& Labour Rates as perA.S.IL.K.O CurrentRate. ) 16 P & L Lime Sand Plaster with lime sand mortar 1:2 (1 Lime : 2 Sand)including preparation of mortar by traditional practice (by grinding) inspecified course for base coarse and subsequent course & Loi,tamping, beating, till the shrinkage cracks are disappear. The work isdone with all leads as the work is of restoration nature as per Jaipurpractice including adding gur, methi & gugal on old walls includingremoval of all old loose and decade plaster, each coat to be doneafter 3 days of previous coat.45mm thick in four coats 17 P & L Lime Sand Plaster with lime sand mortar 1:2 (1 Lime : 2 Sand)including preparation of mortar by traditional practice (by grinding) inspecified course for base coarse and subsequent course & Loi,tamping, beating, till the shrinkage cracks are disappear. The work isdone with all leads as the work is of restoration nature as per Jaipurpractice including adding gur, methi & gugal on old walls includingremoval of all old loose and decade plaster, each coat to be doneafter 3 days of previous coat.Add extra over item no. 40.5 to 40.6 for Lime plaster work done overcurved/circular masonry work (curved or circular surface.) - 30% 18 Providing & applying Lime kara 1:2 (1lime cream : 2 Zikki powder) grinding mortar with grinding mill/manually on lime base, on ceiling and all flat surface in two coats. First coat applying 3 mm to 4 mm thick and curing properly at least 7 days, second fi 19 Add extra for Lime Kara work (on lime plaster base) other than flat surface as per traditional practice with all lead & lift with fine finishing complete in all respect on: 20 Domical surface/spherical/domical ceiling. 21 Curved surface 22 Stucco work in lime, Surkhi, mortar (1:2) as per existing design work/traditional practices by skilled craftsman, the stucco work should be done as per restoration nature, the mortar should be prepared by grinding mill adding gur, methi & gugal.. The thickness varies from 50 mm to 100mm as per the design (minimum rectangular surfacearea to be measured). 23 40mm thick fine dressed stone decorative flooring over 20mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. 24 Red sand stone decorative flooring (50% of total) 25 White sand stone decorative flooring (50% of total) 26 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 27 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 28 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long 29 Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4 coarse sand) with 12 mm diameter anchoring steel bar, 45 cm long, fixed in each stone and supported on and including with bricks cove in cement mortar 1:4 (1 cement : 4 coarse sand), including pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Red sand stone 30 Stone Work (Machine cut edges) for wall lining etc. (veneer Work) upto 10m height, backing filled with a grout of average 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand ) including pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of clamps and pins which shall be paid separately ):Red sand stone - Exposed face machine cut and table rubbed with rough backing. Red sand stone - 30 mm thick gang saw cut stone 31 Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and paintedwith two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). 32 Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gram), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. 33 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats on new work 34 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood 35 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately) Second class teak wood 35 mm thick shutters 36 Renewing glass panes, with wooden fillets wherever necessary:Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) 37 Repairing existing door shutters including cutting the decayed part, replacing it with wooden piece of same design, size and thickness, fixing with screws and nails, making good of all holes, pits, etc with sawdust and resin, applying approved wood preservative and disposal of unserviceable material to the nearest Municipal dumping ground. 38 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 39 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 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 and manufacture 40 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 etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. 41 Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. 42 Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). 43 Making cornice band with ornamental design as per matching with existing design and pattern and as directed by Engineer-in-charge with lime plaster (1 lime : 3 fine sand). Size 100mm wide and 50mm average thick 44 Chemical treatment of sand stone to clean from yellowness, blackness, algal growth, dust, dirt oily accretions, lime & gypsum deposits, filling of cracks/ joining of gaps/ pointing, strengthening of weak stone, removal of salt effect and application of preservative coating to prevent algal growth and make the stone water proof. 45 Araish plaster (as per Jaipur practice) 1:2 ( 1 lime : 2 Zikki) on lime plaster or plane back ground including preparation of lime for 6 months by slaking of lime with curd and changing the water every week. The Kara plaster of not more than 6 mm thick is to be left the maximum of 3 months to appear the shrinkage & temperature cracks. Over the Kara plaster 2mm layer of grinded lime putty is to be done and is to be rubbed Gently by Akik stone. Then adding Khoppra & Ghee and inserting the design of colour boarder all round. 46 Coloured plain Araish work 1:2 (1 lime : 2 zikki) on lime plaster or plane back ground including preparation of lime for 6 months by slaking of lime with curd and changing the water every week. The Kara plaster of not more than 6mm thick is to be left the maximum of 3 months to appear the shrinkage & temperature cracks. Over the Kara plaster 2mm layer of grinded lime putty is to be done and is to be rubbed Gently by Akik stone. Then adding Khoppra & Ghee and inserting the design of colour boarder all round including desired colour stone pigment to match the existing colour. 47 Conservation of fresco paintings in monuments by cleaning of the painted surface from all types of stains, dust, dirt, greasy & oily accretions etc. with the help of suitable chemicals, removal of cracks, consolidation of flaking paint layer and plaster, filling of the lacunae in the plaster, treatment of salt effect and altered paint layer retouching of the lost portions and providing a preservative coating. 48 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or leaner mix (i/c equivalent design mix) 49 Providing and laying lime concrete terracing on roofs with 20mm to 25mm nominal size brick aggregate and 50% lime mortar 1:2 (1 lime puuty : 2 surkhi) rammed and finished with gur and belgiri treatment complete including rounding off junctions parapet wall complete 50 Providing and laying lime Dhar on roofing as per Rajasthan, Jaipur traditional practice with lime, Surkhi, old lime powder, brick aggregate 12 to 20mm (1:2:2:2) and using methi, Gur, Hemp, belgiri, etc including beating and temping 100 to 150mm thick as per specifications. Including dismantling of old deteriorated roofing. 51 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 52 Cast Iron Baluster 53 Cast Iron Parapet Railing 54 Cleaning highly decorative cast iron railing, baluster with at most care by using chemical and fine sand paper under the close supervision tokeep intact the old designs 55 Cleaning highly decorative glass work on doors and windows with at most care by using chemical and very fine brush under the close supervision tokeep intact the old designs 56 Restoration of Jamia glass work by cleaning the surface with the help of chemicals, replacement of the broken/lost glass with the same type, filling of POP along the edges according to the designs and preserve: On floor, Window, Doors. 57 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. 58 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 59 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 60 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Flexible pipe i) 32 mm dia 61 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Circular shape 450 mm dia 62 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 63 Providing and fixing soil, waste and vent pipes : 100 mm dia Centrifugally cast (spun) iron socket &spigot (S&S) pipe as per IS: 3989 64 75 mm O.D. 65 100 mm O.D. 66 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 67 75 mm 68 110 mm 69 Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 70 75 mm O.D. 71 110 mm O.D. 72 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 73 75 mm 74 110 mm 75 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Shoe (Plain) 76 75 mm Shoe 77 110 mm Shoe 78 Providing and fixing plain bend of required degree. Sand cast iron S&S as per IS - 3989 79 75 mm size 80 110 mm size 81 Providing and fixing heel rest sanitary bend Sand cast iron S&S as per IS - 3989 82 75 mm size 83 110 mm size 84 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. Sand cast iron S&S as per IS - 3989 85 75 mm size 86 100 mm size 87 Providing and fixing terminal guard : Sand cast iron S&S as per IS - 3989 75 mm 88 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 89 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall 90 20 mm nominal outer dia pipes 91 25 mm nominal outer dia pipes 92 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 93 20 mm nominal outer dia Pipes 94 25 mm nominal outer dia Pipes 95 32 mm nominal outer dia Pipes 96 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 97 15 mm nominal outer dia pipes 98 20 mm nominal outer dia pipes 99 Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. External work 100 40 mm dia, nominal bore 101 50 mm dia, nominal bore 102 Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 25mm dia, nominal bore 103 Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore 104 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls) 105 20 mm nominal outer dia pipes 106 25 mm nominal outer dia pipes 107 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore 108 Providing and fixingG.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 109 15mm nominal bore 110 20mm nominal bore 111 25mm nominal bore 112 32mm nominal bore 113 Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931 15mm nominal bore 114 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15mm nominal bore 115 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 a) 15 mm nominal bore. 116 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 117 Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 118 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm O.D. 119 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :160/150 mm diameter pipe 120 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 180x150 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 121 Wiring point for light with 1.5 sq mm FRLSH. PVC insulated Multistrand singal core copper conductor cable in PVC conduit with 1.5 sq mm FRLSH PVC insulated multistrand single core copper conductor cable as earth wire drawn inside Modular type switch & celing rose,angle/batten holder on 3mm thick phenolic paminated baklite sheet . complete in all respect, with madulor type box &plate, 122 Wiring point for Two waylight with 1.5 sq mm FRLSH. PVC insulated Multistrand singal core copper conductor cable in PVC conduit with 1.5 sq mm FRLSH PVC insulated multistrand single core copper conductor cable as earth wire drawn inside Modular type switch & celing rose,angle/batten holder on 3mm thick phenolic paminated baklite sheet . complete in all respect, with madulor type box &plate, 123 Wiring point for Fan/ fresh air fan (Exhaust fan) with 1.5 sq mm FRLSH. PVC insulated Multistrand singal core copper conductor cable in PVC conduit with 1.5 sq mm FRLSH PVC insulated multistrand single core copper conductor cable as earth wire drawn inside Modular type switch & celing rose,angle/batten holder on 3mm thick phenolic paminated baklite sheet . complete in all respect, with madulor type box &plate, 124 Wiring point for plugwith 1.5 sq mm FRLSH. PVC insulated Multistrand singal core copper conductor cable in PVC conduit with 1.5 sq mm FRLSH PVC insulated multistrand single core copper conductor cable as earth wire drawn inside Modular type switch & soccket . complete in all respect, with madulor type box &plate, 125 Wiring point for Call Bell with 1.5 sq mm FRLSH. PVC insulated Multistrand singal core copper conductor cable in PVC conduit with 1.5 sq mm FRLSH PVC insulated multistrand single core copper conductor cable as earth wire drawn inside Modular Bell push for two pin socket etc. complete in all respect, with madulor type box &plate, 126 Add for hight of the ceiling above 4.2 meter in rate of S.I. of wiring point for light, fan,and Exhaust fan for each wiring on surface with copper cable in PVC conduit in all respect 127 Add for Invertor wiring point for light, Fan, Plug point with 1.5 sq mm copper wire etc 128 Supply & wiring of submain with two number 4.00sq mm PVC insulated single core copper conductor in 20 mm dia heavy duty PVC conduit pipe with 1 no. 2.5 sq mm FRPVC Insulated multistrend single core drawn inside the conduit camplete in all respect. 129 Supply & wiring of submain with two number 6.sq mm PVC insulated single core copper conductor in 25 mm dia heavy duty PVC conduit pipe with 1 no. 4.00 sq mm FRPVC Insulated multistrend single core drawn inside the conduit camplete in all respect. 130 Supply & wiring of submain with Four number 10.00sq mm PVC insulated single core copper conductor in 32 mm dia heavy duty PVC conduit pipe with 2 no. 6.00sq mm FRPVC Insulated multistrend single core drawn inside the conduit camplete in all respect. 131 Supply & wiring of submain with two number 2.5sq mm PVC insulated single core copper conductor in 20 mm dia heavy duty PVC conduit pipe with 1 no. 1.5 sq mm FRPVC Insulated multistrend single core drawn inside the conduit camplete in all respect. 132 Supply and fixing of 100 Amp. Four pole change over switch on (40 mm /40 mm) aangle iron frame, incloding the cost of labour , T&P painting and other materil required for proper completion of the work as per direction and satisfaction of Engineer in charge. 133 Supply and fixing of batten /Angle holder complete in all respect. 134 Supply and laying of aluminium conductor PVC insulated armoured served cable 1100 Volts grade at adepth of 750 mm below ground level over a cushion of 75 mm . Thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on m.s. clamps etc, of suitable size or as directed by the Engineer - Incharge complete in all respect, the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 135 10.00 Sq mm. Four core cable 136 16.00 Sq mm. Four core cable 137 25 Sq mm. 3.5 core cable 138 Supply and fixing of horizontal air termination(roof conductor)25mm x 3mm G.I.Streep, G.I. clamps on surfacecomplete in all respect as approved by Engineer-in-charge. 139 Supply and fixing of vertical air termination final rod comprising of 300 mm long, 25 mm dia . Copper rod with one pointed prong and 100mm dai. 3mmthick base plate etc , complete in all respect, 140 Supply and burring of Safe Earthing Electrode T-19, (Hot Dip Galvanized), Length up to 3000mm, outer Dia 50mm inner Dia 25 mm, terminal Dia 12mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity and one earthing lead of 25mm x 3mm G.I. strip, upto switch board (from apron to switch board, the cost of G.I. strip will be extra) along with 30cm square C.I. frame with hinged cover & masonry housing. Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. 141 Supply and burring of Safe Earthing Electrode T-19 Cu- Copper Coated, Length 3000mm, outer pipe 48.4mm x 3.2mm, inner pipe 26.9mm x 2.6, terminal Dia 12 mm, coating 80-100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonry housing. (From electrode terminal to switch board, cost of 25 x 3 Copper Strip will be extra)Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. 142 Supply and fixing of 6 Amp. to 32 Amp. SPMCB (10KA) C Curve. Cat-A 143 Supply and fixing of 40 Amp. SPMCB (10KA) C Curve. Cat-A 144 Supply and fixing of 63 Amp. SPMCB (10KA) C Curve. Cat-A 145 Supply and fixing of 6 Amp to 32 Amp DPMCB (10KA) C Curve. Cat-A 146 Supply and fixing of 63 Amp DPMCB (10KA) C Curve. Cat-A 147 Supply and fixing of 63Amp. Four pole MCB (10KA) C Curve. Cat-A 148 Supply and fixing of 100 Amp. 4 Pole MCCB (25KA) Therml Magneticc release,. Cat-A 149 S&F surface/flush mounting 4 ways SPN distribution board with additional metal door without MCB complete in all respect, as directed at site by Engineer in charge. Cat-A 150 S&F surface/flush mounting 8ways SPN distribution board with additional metal door without MCB complete in all respect, as directed by Engineer in charge.CAT A 151 S & F surface/Flush mounting 12 ways SPN distribution board with additional metal door without MCB complete in allrespect, as Direct by Engineer in Charge. CAT A 152 S & F surface/Flush mounting 4ways TPN distribution board with additional metal door without MCB complete in all respect,as directed at site by Engineer in charge. CAT A 153 S & F surface/Flush mounting 4ways V TPN distribution board with additional metal door without MCB complete in all respect,as directed at site by Engineer in charge. CAT A 154 Erection and testing of ceiling fan and regulator etc. excluding supply of down rod, complete in all respect. 155 Erection and testing of ceiling fan and regulator for room height upto 3.5 metres including supply of 3mm thick G.I.Pipe19mm dia. Duly painted, complete in all respect. 156 Erection and testing of exhaust fan on the existing hole with suitable size of rag bolts, nuts and washers etc., complete in all respect. 157 Supply and fixing of 16 gauge M.S. drum duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respect. 158 Supply and fixing of fire extinguisher, ABC Type 6.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 159 Supply and laying of 1800mm x 900mm x 12mm thick chequered rubbbber matting of tested quality 160 Supply and fixing of power plug with 20 Amp./250 volt flush type modular switch and 5 pin 20 A/250 volt flush type universal modular socket switch on concealed M.S box including supply of all material, labour T&P etc. required for proper completion of work. 161 Supply and fixing hexagonal/Round G.P.fan box of approved make made up of 1.0 mm thick ISI Marked G.P.sheet spot welded Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed fitted with 300 mm round zink coted M.S Bar X 12 mm & brand name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. 162 Supply and fixing of G.P. Boxes/Housing for Conceaded LED / CFL Lamps 335 mm wide x 63.5 mm deep(2.5)of approved make made up of 1.0 mm thick ISI Marked G.P.sheet spot welded Four to Eight holes for pipe entry of 25.4 mm of the box. Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed & brand name should be empossed.Including all materials, labour and T&P required for proper completion of work as directed at site by the Engineer in charge. 163 Supply and fixing of electronic fan regulator( Modular) 120 -280 V. ISI marked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfactionof Engineer in charge of work. 164 Supply and fixing of recess/ Surface/ Pendent mountin ground 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.CAT- AAA 165 Supply and fixing of recess mounting round 10 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respect. CAT- AAA 166 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respect.CAT- AAA 167 Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect.CAT- AAA 168 Supply and fixing of water tight oblong 10 Watt LED bulkhead luminaire with driver set confirming to IP 65 and above Protection . complete in all respect.CAT-AAA 169 Supply, Installation, Testing and Commissioning ofLED floodlight luminaire with Extruded aluminium,powder-coated finish, nominal system wattage 10-20 Watt with,CRI >70 .LED CCT is 3000K, with Beam Angle of 30 Degree. Luminaire should be capable of operating at line voltagepower supply from 140- 280 V AC. Lifetime should be at least 50,000 burning hours at L70.Lens material should be Toughened Glass,IP65,Mechanical Impact IK06.Luminaire should be BIS certified. Complete with all the accessories, driver, frame etc., Luminaires should have tilt option in various beam angles like 15deg,30,45deg.Luminaries should be provided with 5years warranty. Product should be make in India and OEM should have NABL approved Lab for last continuous 4years for all the required testing as per BIS.In all sefty m.s fithing in complete etc. 170 Supply, Installation, Testing and Commissioning ofLED floodlight luminaire with Extruded aluminium,powder-coated finish, nominal system wattage 20-30 Watt,CRI >70 .LED CCT is 3000K, with Beam Angle of 30 Degree. Luminaire should be capable of operating at line voltagepower supply from 140- 280 V AC. Lifetime should be at least 50,000 burning hours at L70.Lens material should be Toughened Glass, IP65, Mechanical Impact IK06.Luminaire should be BIS certified. Complete with all the accessories, driver, frame etc., Luminaires should have tilt option in various beam angles like 15deg,30,45deg.Luminaries should be provided with 5years warranty. Product should be make in India and OEM should have NABL approved Lab for last continuous 4years for all the required testing as per BIS. In all sefty m.s fithing in complete etc. 171 Supply, Installation, Testing and Commissioning ofLED floodlight luminaire with Extruded aluminium,powder-coated finish, nominal system wattage 40-50 Watt,CRI >70 .LED CCT is 3000K, with Beam Angle of 30 Degree. Luminaire should be capable of operating at line voltagepower supply from 140- 280 V AC. Lifetime should be at least 50,000 burning hours at L70.Lens material should be Toughened Glass, IP65,Mechanical Impact IK06.Luminaire should be BIS certified. Complete with all the accessories, driver, frame etc., Luminaires should have tilt option in various beam angles like 15deg, 30,45deg.Luminaries should be provided with 5years warranty. Product should be make in India and OEM should have NABL approved Lab for last continuous 4years for all the required testing as per BIS.In all sefty m.s fithing in complete etc. 172 SITC of Linear LED Wallwasher luminaire with Extruded aluminium,powder-coated finish, nominal system wattage 12-20 Watt Façade light fixture as per design requirement ,CRI >70 .LED CCT is 3000K, with Beam Angle of 40 Degree. Luminaire should be capable of operating at line voltage power supply from 100- 300 V AC. Lifetime should be at least 50,000 burning hours at L70.Lens material should be Toughened glass with Optical Lenses,I P66, Mechanical Impact IK07. Luminaire should be BIS certified. Complete with all the accessories, driver, frame etc., Luminaires should have tilt option in various beam angles like 15deg, 20, 30,40degIn all sefty m.s fithing in complete etc. 173 SITC of LED floodlight luminaire with Die-cast aluminium, powder-coated finish, nominalsystem wattage 160-200 Watt with minimum system lumens of 10560 lumens ,CRI >80 .LED CCT is 3000K, with Beam Angle of 30 Degree. Lifetime should be at least 50,000 burning hours at L70.Lens material should be High Purity Lenses, IP66, Mechanical Impact IK08. Luminaire should be BIS certified. Complete with all the accessories, driver, frame etc., Luminaires should have tilt option in various beam angles like 15deg, 20, 30,40deg.In all sefty m.s fithing in complete etc. 174 SITC, of Up-Down Wall Light luminaire with Extruded aluminium,powder-coated finish, nominal system wattage 30-40 Watt ,CRI >70 .LED CCT is 3000-4000K, with Beam Angle of 60 Degree. Luminaire should be capable of operating at line voltage power supply from 140- 280 V AC. Lifetime should be at least 50,000 burning hours at L70.Lens material should be Toughened Glass,IP65,Mechanical Impact IK06.Luminaire should be BIS certified. Complete with all the accessories, driver, frame etc., Luminaires should have tilt option in various beam angles like 15deg, 20, 30,40deg. in all sefty m.s fithing in complete etc. 175 Supply & Erracetion of factory fabricated & wire metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes,compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. NOTE: As par requiredSide, outdor/indor 176 SITC, of Reccesed LED Inground Light luminaire with aluminium die cast powder-coated finish, nominal system wattage 20-30 Watt with minimum system lumens of 1200 lumens ,CRI >80 .LED CCT is 3000K, with Beam Angle of 60 Degree. Lifetime should be at least 50,000 burning hours at L70.Lens material should be High Purity lenses with Tempered frosted step glass,IP67,Mechanical Impact IK10. Luminaires should have tilt option in various beam angles like 15deg, 20, 30,40deg 177 supply of following sizes of ceiling fan without reguletar complete with doble ball bearing , motor, blades, down rod, canopy, capacitor etc, complete as required 178 supply of following sizes of fresh air fan/Exhaust fan suitable for size etc, complete with all fixing accessories as required 179 supplying for laying of 1.5sq mm*3core copper flexibal wire with PVC conduit pipe complete with all fixing accessories as required 180 supplying for laying of 2.5sq mm*3core copper flexibal wire with PVC conduit pipe complete with all fixing accessories as required 181 supplying for laying of 4.0sq mm*3core copper flexibal wire with PVC conduit pipe complete with all fixing accessories as required 182 GST Extra as applicable

BRR : 3673949 Tender For Provision Of 1 Mw Proof Top Solar Power Generation System Under Ge Af Sulur; 2 Material And Labour For Designing , Installing , Testing , Synchronization And Commissioning Of 1 Mwpon Grid Solar Roof Top Solar Power Generation System Comprising Of The Following:- Bis Certified Andmnre Almm Regisitered, Dcr Mono Crystalline Perchalf Cutcells Solar Pv Module / Panelssuitable For Installation On Roof Tops With Each Panel Having Capacity Not Less Than 540 Wpcomplete With Poly Carbonate Junction Boxes, Having Sufficient Number Of Fused Incomers And Outgoing Terminals ( Positive / Negative ) Suitable For 6 Ssqmm Cables And Connecting Cables Not Less Than 2.5 Sqmm Copper Conductor Multistranded ( Solar Cross Linked Poly Olefin Cables Double Insulated , Uv Resistant Halogen Free Low Smoke ) From Panel To Panel All As Specified And Directed.All Modules Will Have Minimum 25 Years Oem Linear Output Warranty. ( A ) Output Power ( Pmax ) 540Wp Or Above. ( B ) Module Efficiency: Not Less Than 90%C ) Number Of Cells: 72 Nos ( D ) Maximum System Voltage : 1500 Vdc ( E ) Application Class - A ( F ) Fire Class - A ( G ) Junction Box: Ip 67, 1.5 Kv 1000 Mm Length Cable. ( H ) Type Of Pv Cell: Mono Crystalline Silicon ( I ) Module Glass Transmission Shall Be > 93 % ( J ) Glass Thickness Shall Be Min 3.2 Mm ( K ) Each Pv Module Used In Any Solar Power Project Must Use A Rf Identification Tag ( L ) Bypass Diode For Optimizing Pv Out To Be Incorporated In Each Solar Module ( M ) Module Output: Mc Electronic Plug ( N ) Modules Only With Same Rating And Manufacturer Shall Be Connected. ( O ) Solar Module Must Have Iv Curve Test Report In Nabl Lab For The Speciifed Wattage ( P ) Design Including Civil / Electrical Infrastructure Metricularly Carried Out By Contractor As Per The Required Output Plant ( 1 Mw ) And Duly Vetted From Govt Approved Authority Of Nit / Iit And Approval By Garrison Engineer Before Execution At Site. 3 ( I ) Module Mounting Structure:- Design, Supply And Install Prefabricated Roof Top Solar Panel Mounting Structure Made Of Hot Deep Galvanized Steelangles / Channels / Flats Including Nuts / Bolts And Washers Suitable For Wind Resistance Upto 160 Mph Including Necessarypcc Foundations Of Grade Type B1 -1:2:4 Using 20 Mm Graded Stone Aggregateat Suitable Points To Provide For A Stable Robust Support All As Directed At Site All As Specified And Directed Including Designing Of Suitable Mounting Structure For Spv Module And Shall Be Provided As Per Design Cretirea Considering Live Load, Dead Load, Wind Load And As Per Condition Of Roof Slabs / Foundation Of Existing Bldgs Etc By A Approved Structural Engineer And Vetted By Nit / Iit And Approval By Garrison Engineer Before Execution At Site.A ) Structures Shall Be Of Flat-Plate Design Using Minimum Size Of C ( 75 X 40 X 5Mm ) Or L ( 55 X 55 X 5Mm ) Or I ( 60X 40X 4Mm ) Sections Or Higher Dimensions For Respective Sections.B ) Each Structure With Fixed Tilt Should Have A Tilt Angle As Per The Site Conditions To Take Maximum Insolation Which Will Be Approximately Equal To The Latitude Of The Location Facing True South With A North - South Orientation.C ) The Pv Module Mounting Structure Shall Have A Capacity To Withstand A Wind Velocity Of 160 Mph Unless Specified For Dedicated Requirementsd ) The Materials Used For Structures Shall Be Hot Dip Galvanized Mild Steel Conformed To Is 2062:1992.E ) The Minimum Thickness Of Galvanization For Hot Dip Galvanized Mild Steel Should Be At Least 80 Microns As Per Is 4759.F ) The Bolts, Nuts, Fasteners, And Clamps Used For Panel Mounting Shall Be Of Stainless-Steel Ss Grade.G ) Additional Structures / Frames For Required For The Installation Of Modules If Any Need To Be Provided By The Contractor.H ) The Structures Shall Be Designed To Allow Easy Replacement Of Any Module, Repairing And Cleaning Of Any Module.I ) The Structure Shall Be Designed To Withstand Operating Environmental Conditions For A Period Of Minimum 25 Years. And Shall Be Free From Corrosion While Installation.J ) Minimum Distance Between The Lower Level Of Pv Module And The Ground Shall Be 0.5M From The Ground Level.K ) The Structures Should Be Suitably Loaded With Reinforced Concrete Blocks Of Appropriate Weight Made Out Of M25 Concrete Mixture.L ) Photovoltaic Must Be Mounted On A Stable, Durable Structure That Can Support The Array And Withstand Wind, Rain, And Other Adverse Conditions. The Modules Will Be Fixed On Structures With Fixed Arrangement. ( M ) 100% Indigenous Company 4 Special Note :- ( 1 ) The Work Involves Provision Of Roof Top Panels Inall Maint Support Group Complex ( Msg ) Buildings, Contractor Should Visit The Site Before Quoting The Tender. ( 2 ) Suitability For Grid Connected System. ( 3 ) Pv Modules & Solar Cells Shall Be Made In India Andmakes And Manufacture By India Only. The Contractor Shall Submit All Required Documents . The Panel Should Be Of Latest Edition. ( 4 ) Power Warranty - 10 Year Warranty On 90% Of The Design Output And 25 Years Warranty On 80% Of The Design Output As Per Mnre Almm Registerd. . ( 5 ) Tangedco Registration Fees, All The Fees Related To Commissioning Should Be Borne By The Contractor. ( 6 ) Work Shall Be Executed As Per Tangedco & Ceig Norms. ( 7 ) All Materials Makes Shall Be Approved As Per Mnre, Tangedco. ( 8 ) Contractor Should Have Valid Teda Empanelment Cerificate. ( 9 ) No Drilling Is Allowed On The Roof Slabs. Existing Structures Shall Not Be Damaged, If Any Damage Shall Be Rectified By Contractor Without Any Extra Cost As Orginal As Directed By Engineer-In-Charge. ( 10 ) Each Pv Module Must Have Rfio Tag Wich Contain Name Of Manufacture Of Pv Module, Solar Cells& Month And Year Of Manufacturing, I-V Curve For Module, Peak Voltage, Im , Vm, Ff, Unique Serial No, Name Of Test Lab Issued Iec. ( 11 ) Liaisoning With Tangedco Authority For Obtaining Any Relevent Documents / Approved Of Installation Solar Power Plant To Grid From Tangedco For Smooth Functioning Shall Be Contractor Responsibility. ( 12 ) Feasiblity Clearence From State Electricity Board: Rate Quoted By Bidder Is Inclusive Charges For Feasbility Clearense And Liaison Work Regarding The Plant From Starting To Commissioning With Tangedco Will Be Done By The Contractor And Plant Will Be Taken Over After It Is Fully Functional Inculding Installation Of Energy Reading Meterand Certificed By Tangedco. ( 13 ) Standby Supply Shall Be Provided By Contractor Without Any Extra Cost To Department At The Time Of Synchronizing With Existing 11 Kv Sytem. ( 14 ) Technical Feasiblity Report Shall Be Obtained From Tangedco Before Starting Work In Ground. ( 15 ) Capacity Of Invertor Shall Be As Per Design Creteria And Approved By Garrison Engineer. ( 16 ) String Inverters Only To Be Use For This Project. ( 17 ) Solar Meter And Bi-Directional Meter : Supply Ht Net Meter / Bi-Directional Meter And Solar Meter To Deposit To Tangedco For Testing And Caliberation Thereafter Taken Back To Site For Instalation. Contractor Will Not Be Claim Extra Cost From Department For Carried Out Of Above Said Process. ( 18 ) Spv Panels And On Grid Inverter Should Be In Same Oem. ( 19 ) The Bidder Shall Carefully Desgin And Accommodate Requisite Numbers Of The Moudules In Each Buildings To Get The Design Output As Per Topography. Also Ensure Sufficient Circulation / Movement Area On The Roof Top For The Maintenance And Cleaning Purposeall Arround. ( 20 ) Neccessary Parafet Wall May Be Ensured O Each Building Gor The Proctection Of Men ( 21 ) Contractor Shall Maintain The Solar Plant By Employing 2 Well Experianced Technician In Handling Spv For 24 Hrs Upto 2 Years From The Date Of Completion Of Work . The Necessary Labour Wages Etc And Included In Quoted Rate. 5 Inspection Of Tangedco Electrical Inspector: Rate Quoted By Bidder Is Inclusive Electrical Inspectorates Inspection Charges To State Electricity Department By Sr Electrical Inspector. Contractor Is Bound To Arrange All The Documents / Inspection Reports / Test Sheets In Prescribed Format By Tangedco On Their Official Website & Pay Charges For Inspection After Successfully Installation Of The Solar Power Generation Systems. No Extra Payment Will Be Made In This Effects.Note : After Successfully Installation Of System, Contractor Will Submit Inspection Reports Duly Signed By Chief Electrical Inspector Of Tangedco To Mes For Buyback Agreement With Tangedco. If The Power Will Not Generated At A Correct Level / Limit , A Penalty Will Be Charged Against Contractor As Decided By Accepting Officer 6 General Notes : The Items Of Work Mentioned In Item Above Of This Schedule Shall Be Executed As Per Following:- ( A ) The Above Item Shall Be Quoted And Executed On Roof Top Based On Contractor’S Own Design On Performance Guarantee Basis. The Performance Guarantee Is Related To Achieving The 1 Mwp Generation With Specified Efficiency And Efficacies. The Contractor Shall Also Be Responsible For Desired Operational Efficiency And Desired Efficacies Of The System During Its Life Cycle Of Minimum 25 Years. ( B ) The Design Shall Be Got Vetted From Any One Of The Following Agencies ( Approved Agencies ) :- ( I ) National Institute Of Solar Energy ( Nise ) . ( Ii ) Sardar Swarn Singh National Institute Of Renewable Energy ( Iii ) Solar Energy Corporation Of India ( Seci ) . ( Iv ) The Indian Renewable Energy Development Agency ( C ) The Successful Contractor Shall Submit The Following Document Duly Vetted By Any One Of The Approved Agency, Within Four Weeks Of Placement Of Work Order For Approval Of Accepting Officer. ( I ) Design Calculations : The Tenderer Should Work Out Design Based On The Conditions Prevalent At Air Force Station Trivandrum Ground Situation And Site Conditions As Existing. ( Ii ) This Shall Be Self Contained And Self Explanatory Representation Of Layout Of Equipments And Sub-System. The Dimensioned Drawing Of The Site Of Work Clearly Marked With All Subsystems Components Etc Shall Be Submitted. ( Iii ) Schematic Diagram Of The Electrical System: This Shall Contain Specifications, Sizes, Current, Voltage And Fault Levels Rating Of All Cables, Switch Gears And Instrumentation & Control Systems And All Metering And Interlocking Etc. ( Iv ) The Installed Capacity Of Pv Panels Shall Be 10% More Than The Planned Capacity Keeping View Of Losses. ( V ) All The Documents / Technical Details Mentioned Above Duly Vetted As Specified Above Shall Be Approved By Accepting Officer Before Placing Final Order. The Ge May Approve The Document With Concurrence Of Accepting Officer As Submitted By Contractor Or May Suggest Modification / Alteration In Documents / Technical Specifications Duly Supported With Reasons For The Same. The Work Shall Be Executed Based On The Approval. ( Vi ) The Design Drawings And Other Technical Details Submitted By The Successful Contractor, Along With All Calculations, Drawings, Technical Write Ups Etc Shall Become Department Property. Department May Use These Subsequently As Deemed Necessary. The Contractor Shall Have No Claim On These Document And Their Subsequent Use By The Department. ( D ) During Execution The Contractor Must Engage Experienced Engineer In The Same Field For Supervision, Monitoring And Execution. The Contractorshall Certify That Execution Of The Work Has Been Done Satisfactorily.The Contractor Shall Certify That The Work Has Been Executed In Accordance With Vetted And Approved Design. All Cost And Charges For Engagement Of Consultant Shall Be Born By The Contractor. ( E ) Department Will Give Completion Of The Work To The Contractor Only On The Basis Of Basis Of Completion Report Submitted By The Consultant Engaged By The Contractor For Design. ( F ) After Execution Of Project The Contractors Will Verify Generation Of Electricity As Per Vetted Design In The Pvsyst / Pvsol Report Submitted And Connection Of The Same With Existing Power Supply Network. ( G ) The Contractor Shall Ensure Suitable Arrangement For Solar Pv Panels. 7 Design , Supply , Install Testing And Commissioning Of Data Logger With Online Monitoring Portal All As Specified And Directed With The Following Features:-.A ) Solar Irradiance: A Pyranometer / Solar Cell-Based Irradiation Sensor ( Along With Calibration Certificate ) Shall Be Provided, With The Sensor Mounted In The Plane Of The Array.B ) Temperature: Integrated Temp, Sensors For Measuring The Module Surface Temp., Inverter Inside Enclosure Temp, And Ambient Temp To Be Provided Complete With Readouts Integrated With The Data Logging System. ( C ) It Is Recommended That The Following Important Parameters Shall Be Accessible Through The Data Logging Facility.I ) Ac Voltageii ) Ac Output Currentiii ) Output Poweriv ) Energy In Kwhv ) Dc Input Voltagevi ) Dc Input Currentvii ) Temperatures ( C ) Viii ) Invertor Statusix ) Irradiationx ) Module Temperaturexi ) String Voltage & Current ( D ) All Communication And Control Cables As Per The Design. ( E ) Contractor Shall Install One Pc ( Latest Configurations ) With Printer And Other Requireed Accessories To Monitor Real Time Solar Data At A Designated Place As Directed By Ge. 8 Design , Supply, Install , Testing And Commisioning Bis Cerified And Bis Approved Ip65 Rated On Grid Inverter Suitable Output For 1 Mw, Natural Cooled, Suitable For Ambient Temperature Range 0 To 60 Deg Celsius, 50 / 60 Hertz Frequency, With Anti Islanding Features, Havingthree Phase Ac Output With Inbuilt Surge Protection Devices, Anti Reverse Power Controller, Fuse Protection, Dc / Ac Switches, Lcd Display For Generating Data, Wifi / Gprs Data Logger, Multiple Mppt For Optimum Generation, Wide Input Voltage Range All As Specified And Directed By Engineer In Charge.Note:- The On Grid Inverter Minimum Qty Of 05 Nos Or Morethan Is Considered In Quoted Rate As Per Design. 9 Minimum Requirement And Specification For On Grid Inverter:- ( A ) For Initializing The Inverters From The Sleep Mode, It Is Important That There Is Sufficient Sunlight And That The Utility Grid Is Available. Sufficient Sunlight In The Morning Is Needed To Provide Adequate Power To The Inverter So That It Could Start Up From The Over Night Sleep Mode. Availability Of The Grid Is Required To The Inverter As It Has Been Programmed To A Logic And A Pre-Set Window Of Grid Voltage And Frequency. If The Available Grid Has All These Qualities For Which The Inverter Is Designed, It Would Initialize The Main Out Put Contactor And Couple With The Grid And Start Evacuating The Power To The Grid It Is Coupled With. In Case The Grid Fails Due To Any Reason, The Inverter Should Come To Idle Mode Till The Grid Comes Back Again. Even During The Power Evacuation, If The Sun Light Falls Below The Desired Limit, Due To Clouds Etc., The Inverter Also Stops Working, Although The Grid Is Available, Till It Starts Getting The Desired Solar Power Required To Power The Inverter It Self. ( B ) If The Power Evacuation Goes On Till The Evening The Inverter Should Keep On Getting The Desired Solar Power Which Is In Excess Of The Power Needed To Operate The Inverter Itself. As Soon As It Attains The Power Which Is Just Sufficient To Run The Inverter, The Power Evacuation Stops And Only The Inverter Keeps Running Till The Power Drops Further Low Due To Decreasing Sunlight In The Evening, Resulting In The Inverter Going To Sleep Mode To Initialize Again Automatically The Next Morning. ( C ) A Record Shall Be Maintained With Input From Inverter In The Event Of Failure Of The Utility Grid Resulting In Inverter Going To Sleep Mode And Stop Generating Power. ( D ) The Pcu / Inverters Should Be Tested From The Mnre Approved Test Centros / Nabl / Bis / Iec Accredited Testing-Calibration Laboratories.+C50:C59c50:C61c50:C62c50:C61c50:C60c55c50:C57c50:C59c50:C60c50:C61 ( E ) Inverter Manfacturer Should Supplied And Installed Minimum Of 10 Mw Cumulative Capacity Of Inverter In Last 5 Years In India ( F ) Minimum Efficiency 98.5%. ( G ) The Dc To Ac Ratio Of 1.25 Is To Be Maintained At All Sites. ( For Eg. – For Dc Capacity Of 100 Kwp, The Ac Capacity Of Minimum 80 Kw Is To Be Maintained ) . ( H ) The Pcu Shall Have A Higher Degree Of Ingress Protection Of Ip 65 To Handle Robust Environment Conditions From Dust And Water Ingress Under Complete Outdoor Installations. ( I ) The Data Logger Should Possess The Feature Of Extracting The Data Externally With Open Protocols Like Modbus Tcp / Rtu. The Manufacturer Should Provide The Modbus Register Mapping File To Utilise This Feature ( J ) Specifications: ( I ) Nominal Voltage - 230V / 415V ( Ii ) Voltage Band - Between 80% And 110% Of V Nominal, Pollution Degree-Iv ( Ii ) Nominal Frequency - 50 Hz Saftey Class ( Iv ) Operating Frequency Range - 47.5 To 50.5 Hz ( V ) Waveform - Pure Sine Wave ( Vi ) Harmonics -Ac Side Total Harmonic Current Distortion < 3% 10 Minimum Requirement And Specification For On Grid Inverter ( Contd / -... ) :- ( Vii ) Ripple - Dc Voltage Ripple Content Shall Be Not More Than 1% ( Viii ) Casing Protection Levels - Degree Of Protection: Min Ip-65 ( Ix ) Operating Ambient Temp Range: -10 To + 60 Degree Celsius ( X ) Rh : 0-100% Non Condesing ( K ) Protections: ( I ) Reverse Polority Protection ( Ii ) Over Voltage: Both Input And Output ( Iii ) Over Current: Both Input And Output ( Iv ) Over / Under Grid Frequency ( V ) Over Temperature ( Vi ) Short Circuit ( Vii ) Lightning ( Viii ) Surge Voltage Induced At Output Due To External Source ( Ix ) Islanding ( X ) Ingress Protection - Ip 65 ( L ) Communication Interface : Rs485 / Rs232 / Wi-Fi ( With Or Without Usb ) ( M ) Synchronization: Photovoltaic System Must Be Equipped With A Grid Frequency Synchronization Device, If The System Is Using Synchronizer Inherently Built In To The Inverter Then No Separate Synchronizer Is Required ( N ) Dc Injection: Photovoltaic System Shall Not Inject Dc Current Greater Than 0.5% Of Full Rated Output At The Interconnection Point Or 1% Rated Inverter Output Current Into Distribution System Under Any Operating Conditions. ( O ) Power Factor: While The Output Of The Inverter Is Greater Than 50%, A Lagging Power Factor Greater Than 0.9 Shall Be Maintained. 11 Supply, Installation, Testing And Commissioning Dc Distribution Boards ( Arrey Junction Box ) , Ip 65, Suitable For Roof Top Solar Generation Systemof Rating Upto 250 Kw, 1500 Volts, 8 Incomer And 8 Outgoing With Dc Surge Protection Device 1500 V , Dc Fuse 30 A -8 Nosand Mcbs For Eight String Network. The Db Will Be Having Terminals Suitable For 4 / 6 Sqmm Copper Conductor Cables And The Enclosure For The Db Shall Be Made Of Frp / Abs With Ip65 / 66 Protection All As Specified And Directed By Engineer In Charge . Note : ( I ) Dc Panel Should Be Equipped With An Adequate Capacity, Dc Circuit Breaker Along With Control Circuit, Protection Relays, Fuses. ( Ii ) Dcdb Shall Have Sheet From Enclosure Of Dust And Vermin Proof, The Busbar / Cables Are To Be Made Of Copper Of Desired Size. Dcdb Shall Be Fabricated To Comply With Ip 65 Protection. 12 Supply , Installation, Testing And Commissioning Acdc Breaker, Outdoor Type, Ip 65 Protectedwith Following Specifications:-- Breaker- 415V, 4P, 400 Amp Mccb - 1 No ( Outgoing To Lt Panel ) - Ryb Indicator Lamps - Double Compression - Glands For Inputs, Double Compression Glands For Output-Enclosure Crca Powder Coated Pu Paint - All Input And Output Lugs ( Cu & Al Lugs As Per Cable Type ) 13 Desgin, Fabrication , Supply , Installation, And Commissioning Outdoor Type Solar Power Isolation Lt Panel Double Door ( Cpri Approved ) Ip65 Made Of Powder Coated Crca Sheet Steel 3.15 Mm With Necessary Floor Mounted Ms Channel Frame Made Of 100X100x10 Mm Duly Painted With One Coat Of Primer And Two Coats Of Synthetic Paint Including Necessary Pcc Foundation. The Panel Board Shall Have The Following Switchgear Enclosed Within :- ( A ) Aduijstial Thermal And Fixed Magnetic Setting Typemccb 4 Pole, 400 Amps, 36 Ka Rating – 05 Nos ( As Incoming From Ac Breakers ) B ) Aluminium Busbars Tpn 415 Volt, 2500 Amps Ratingc ) Elecric Draw Out Acb 4 Pole, 50 Ka 2500 Ampsrating – 02 Nos ( As Outgoing ) ( 01 Main And 01 Spare ) Lt, Air Circuit Breaker, Operational Voltage 660 Voilt, Insulation Voltage 1000 Volt, Ac, 50 Cycles, 3 Phase, ., 4 Pole, Electrical Draw Type, Rated Current Rating 2500 Amps And Of Breaking Capacity 50 Kaw With Quick Make, Quick Break, With Auto / Manual Operating Mechanisum, Microprocessor Based Over Current Stop Less Release And Static Trip Release, Adjustable Shourt Circuit Release, Earth Fault Realese With Shunt Trip With Indiction Under Voltage Release And Wired For Indicating Trip Healthy Circuit Ancillarey Switch Etc Complet Over Load Release Rating 2500 Ampd ) Energy Meter For Measuring Solar Energy Output With Cts And Pt Basede ) Cable Glands For Armoured Lt Cablesf ) Surge Protection Device , 4 Pole Type I And Type Ii Of Capacity , Iimp 8 Ka / Pole Max 32Ka ( G ) Muliti Function Microprocesscor Based Meter-01 Nos 14 ( H ) Led Type Pilot Indicuter Lamps Ryb Phases With Back-Up Fuses, Set Of Three-01 Set ( I ) The Lt Panel Board Shall Be Kept 450 Mm Above Ground Level, Mounted By Means Of Suitable Bolts Amd Nuts Grounted Into Paltform Of Pcc 1:3:6 Type C1, Using 20 Mmm Graded Stone Aggregate, Over Pcc Foundation Of 100Mm Thickness In Pcc 1:4:8 Type D2 Using 40Mm Graded Stone Aggregate, The Exposed Brick / Concert Surface Shall Be Remndered In Cm 1:4, 10 Mm Thick, Finished Fair And Even And Applied White Wash Three Coats. ( J ) Ammeter Digital Type 0-2500 Amps With Current Trasformer Of Suitable Capacity And Selector Switch-01 Set ( K ) Voltmeter Digital Type 0-500 Volt With Selector Switch-01 Set 15 Supply, Installation, Testing And Commissioning Of Ht Panel With Vacuum Circuit Breaker Panel Board, Factory Made, Outdoor Type, Metal Clad, Totally Enclosed, Free Standing Floor Mounting Type Ht 11 Kv, 3 Phase, 4 Wire, 50 Cycles, Ac Supply System Suitable For Housing Trolley Mounted Vacuum Circuit Breaker, Horizontal Isolation And Horizontal Draw Out Type, Cubicle Fabricated Out Of Crca Sheet 3.15 Mm Thick Weather, Dust And Vermin Proof, Epoxy Powder Coated, Of Ip-65 Protection Class Of Is-2147 With Self Contained Air Insulated Compartments For Bus Bars And Cable Boxes With Necessary Supports And 350 Mva, 800 Amp Rated Aluminium Bus Bar Including Cable Galleries, Interconnecting Bus-Bar Connection / Linkage, Suitable For Housing And Including Provision Of The Following Switch Gears Including All Pre-Wiring With Pvc Copper Conductor Cable Of Suitable Size, Nuts, Bolts And Washers And In Accordance With Is-13947 ( Part-1 ) 1993 & Is-8623 And All As Specified And Directed By Engineer-In-Charge. 16 Item No. 8 Shall Comprise The Following:- A. Fixed Spout Insulators Effectively Covered By Safety Shutters Which Automatically Open / Close During Draw In / Draw Out Operations.B. Phase Epoxy Base Isolating Spout Assemblies Complete With Isolating Contacts And A Pair Of Automatic Safety Shutter With Indivudual Locking System In Closed Position For Earthing / Maintenance Purpose.C. An Epoxy Interrupter Per Phase All As Per Manufacturer Design.D. Instrumentation Panel Shall Comprise The Following:- ( 1 ) Microprocessor Based 2 Element Over Current And 1 Element Earth Fault And High Set ( 2 ) Idmt Relay-01 No, Master Trip Relay - 01 No.Digital Type Frequency Meter. ( 3 ) Digital Type Ammeter ( 0-200 Amps ) With Selector Switches. ( 4 ) Resin Cast Current Transformers, 11 Kv, Ratio 200 / 100, 5 Amp, 15 Va Burden, Class 1 Accuracy For Metering And 15 Va / 5P 10 For Protection - 03 Nos. ( 5 ) Digital Type Voltmeter ( 0-15 Kv ) With Selector Switches. ( 6 ) Electrical Closing Coil 24 Volt Dc Operated - 01 Set 17 Supply, Installation, Testing And Comissioning Of Step Up Transformer Out Door Suitable For Plinth Mounting Complete With Standard Accessories Or Fittings Suitable For Inverter Voltage / 11 Kv ( At No Load ) Ac, 3 Phase, 50 Cycles, 4Wire, Capacity 1250 Kva Double Copper Wound, Immersed C R Go Core Typenaturely Coled, Built-Up With Class A Insulation Conforming - Is-1180 ( Part-1 ) 2014 ( Level-Iii ) Including Amendments As An The Date Of Receipt Of Tender Withfollowing Requirement:- ( A ) Contionus Rating : 1250 Kva ( B ) No Load Voltage Ration : 433 / 11Kv ( C ) Taping On Hv ) + / - 7.5%, + / - 5%. + / - 2.5 % ( D ) Phase And Frequency : 3 Phase & 50 Hz ( E ) Vector Group: As Per Design ( F ) Cooling: Onan ( G ) Type : OutdoorH ) Terminal Amangement: Hv Side: Quadfurcating Cable Box With 03 Nos Bushing Type Terminal For Connecting Ht Xlpe Cable And 01 No For Earthinglvside: Bus Duct ( I ) First Filling Of New And Unused Conforming To Is-335-1993 ( Fourth Revision ) Shall Be Marked, Filtered And Tested Upto 50 Kv Di Electric Strength At 2.5Mm Air Gap Between Testing Electrodes 18 Item No.9 Contd / -:- ( J ) Fittings: ( I ) Extermally Hand Operated Off - Circuit Tap Switch With Position Indicator And Locking Arrangement Device. ( Ii ) Conservator With Oil Gauge, Filling Hole With Plug And Drain Hole With Plug. ( Iii ) Undercarriage With Four Plain Rollers. ( Iv ) Lifting Lugs For Core. ( V ) Earthing Terminals. ( Vi ) 150Mm Oil Temperature Indicator With Alarm And Trip Contacts, ( Vii ) 150Mm Winding Temperature Indicator With Alarm And Trip Contacts. ( Viii ) Octc ( Off Circuit Tap Changer ) ( Ix ) Buchholtz Relay-01 No. ( X ) Top Filter Valve With Plug. ( Xi ) Rating Plate With Diagram Plate. ( Xii ) Lifting Lugs For Transformer. ( Xiii ) Oil-Filling Hole Cum Air Release Plug. ( Xiv ) Drain Valve Cum Sampling Valve. Thermometer Pockets. ( Xv ) Silica Breather. ( Xvi ) Marshalling Box With Double Window. 19 Supply, Fixing, Testing And Commissioning Uv Protected Xlpe / Xlpo Solar Grade Copper Cable Of Size, Pvc Insulated1 Core 4 Sqmm With Dc Connectors ( Male & Female ) Pair Mc4, 1.5 Kv Volts Rated All As Specified And Direcetd By Engineer In Charge. 20 Supply, Fixing, Testing And Commissioning Uv Protected Xlpe / Xlpo Solar Grade Copper Cable Of Size, Pvc Insulated1 Core 6 Sqmm With Dc Connectors ( Male & Female ) Pair Mc4, 1.5 Kv Volts Rated All As Specified And Direcetd By Engineer In Charge. 21 Supply And Laying High Density Polyethylene Pipes 50 Mm Dia ( Hdpe ) Of Pressure Rating 6 Kgf / Cm2 Fixed Complete To Walls, Ceilings Or In Floors Etc 22 Supply And Fixing Trunking Gi Cable Tray Of Size 150 Mm Width, 50Mm Height, Thickness 2Mm With Cover Of Size 155Mmwidth, 12Mm Height, 2Mm Thickness And Accessories ( Any Type Of Joint And Bends ) With Fittings ( Channel, Fasteners, Anchor Bolt ) Complete All As Specified And Directed. 23 Supply, Laying, Testing And Commissioning Cable Xlpe Insulated, Armoured Heavy Duty Electric Cable With Aluminium Conductor, 1100 Volts Grade, Cross-Sectional Area Of Size 300 Sq Mm 3.5Core With Consumables Like Lugs, Ferrules, Cable Ties, Upvc Tape, Upvc Saddle, Cable Clips Etc.Complete All As Specified And Directed. 24 Supply, Laying, Testing And Commissioning Cable Xlpe Insulated, Armoured Heavy Duty Electric Cable With Aluminium Conductor, 1100 Volts Grade, Cross-Sectional Area Of Size 1000 Sq Mm Single Core Hlogaen Free With Consumables Like Lugs, Ferrules, Cable Ties, Upvc Tape, Upvc Saddle, Cable Clips Etc.Complete All As Specified And Directed. 25 Supply, Laying, Testing And Commissioning Cable Xlpe Insulated , Screened, Pvc Bedded, Galvanized Steel Strip Or Wire Armoured, Electric Power Cables ( Heavy Duty ) 11000 Volts Grade With Stranded Aluminium Conductor Of Size 185 Sqmm , 3 Core Core And With Consumablescomplete All As Specified And Directed. 26 Supply And Laying Of Aluminium Bus Duct From Lt Panel To Transformer As Per The Current Rating Of Lt Panel And Tangedco Specificationcomplete All As Specified And Directed. 27 Material And Labour Earthing Withgiearth Plate Electrode Ofsize 60X60cmx6mm Thick Buried Directly In Ground To A Depth Not Less Than 2.25Mtr Deep Below Normal Ground Level With Top Edge Of The Earth Plate Not Less Than 1.5 Mtr Deep Below Normal Ground Level Connected To Gi Strip Of Size 32 X 6 Mm As Earthing Lead By Means Of Nuts, Bolts And Washers Of Steel After Welding Of Gi Strip To Earth Electrode To The Full Length Of Earth Plate, Gi Medium Grade Pipe 40 Mm Bore Protection Pipe Upto Test Point, 20Mm Dia Gi Light Grade Watering Pipe With Funnel And Wire Mesh, Rcc Pit Cover Of Size 300X300x40mm Reinforced With Xpm Having Weight Not Less Than 4Kg / Sqmm Including 6Mm Thick Ms Bar Handle Made To Shape, Pcc Pit With 1:3:6 Type C1 With Angle Iron Frame Made Of Angle Iron Of Size 40X40x4mm, Adequate Qty Of Charcoal Dust And Salt Layers All Around The Earth Plate, Earth Work In Any Type Of Soil, All As Required At Site Complete All As Specified In Plate No 3 Of Ssr Part-I And All As Specified Orindicatedincludingtesting On Completion. 28 Earth Continuity Conductor Or Main Earthing Lead Fixed To Wall On Batten Or Recess Or Chases Or Buried In Ground Or Drawn In Conduit / Pipe Or Fixed To Poles Or Any Other Indicated Situation For Loop Earthing Etc. As Required 32 X 6 Mm Galvanised Iron Strip , Strip Will Be Fixed By Epoxy Insulators Without Making Hole At The Distance Of 60 Cm From Each Othercomplete All As Specified And Directed. Note - Earth Strip Shall Be Connected By Welding Only. 29 Material And Labour For Air Termination Rods With 40Mm Light Grade Pipe 1.5Meters Long, With 300 Mm Long, 6Mm Dia Copper Rod Clamped At One End And Base Of Pipe Embedded In Pcc Foundation Of Grade 1:3:6 Of 20 Mm Grade Aggregate On Roof Slabcomplete All As Specified And Directed. 30 Test Point Terminal Block Made Of Gun Metal Or Phosphor Bronze Size 75Mmx75mmx 25 Mm Drilled And Scewed Including 3 Nos 8 Mm Dia 25 Mm Long Hexagonal Head Screws Complete All As Specified And As Directed. 31 Excavation In Trenches Not Exc 1.5 M Wide And Not Exc 1.5 Min Depth For Laying Of Ug Cableand Getting Out In Hard Soilcomplete All As Specified And Directed.Note- Excavation Shall Be Done By Manual Process. 32 Returning, Filling, Including Spreading, Levelling, Watering And Well Ramming In Layers Not Exc 25 Cm Thick In Any Type Of Exacavated Soilcomplete All As Specified And Directed. 33 Removing Excavated Material To A Distance Not Exc 50 M And Deposited Where As Directed At A Level Not Exc 1.5 M Above The Starting Pointcomplete All As Specified And Directed. 34 Supplying And Laying Un-Reinforced Precast Concrete Cable Cover, Class Lv, Type 1, Isi Marked, Factory Manufactured, Size 250 Mm X 150Mm X 40Mm Complete All As Specified And Directed. 35 Supply And Spread Natural Riddled Soil In Trenches For Cushioning And Covering To Cable Complete All As Specified And Directed.Note: ( I ) Naturalsoil Shall Be Riddled By Using Sieve To Separate Composite Particles Etc As Per Is And Refilling In Trenches Before Laying Of Cable 8 Cm And 15Cm After Laying Of Cable. This Is Then Gently Punned Down To A Depth Of 10Cm Above The Top Of Upper-Most Cable. ( Ii ) For The Purpose Of Measurement Only Punned Thickness Only Will Be Considered For Payment. 36 Supply And Laying High Density Polyethylene Pipes ( Hdpe ) Of 32 Mm Dia Pressure Rating 6 Kgf / Cm2 Laid In Trenches And Fixed On Polescomplete All As Specified And Directed. 37 Material And Labour Cable Jointing Kit For 11 Kv ( Earthed ) Grade Cable For Indoor Termination Heat Shrink Type Joint Complete With Jointing Material And Accessories Suitable For 3 Core Xlpe Armoured Aluminium Conductor Cable Of Size 120 Sqmm To 185 Sqmmcomplete All As Specified And Directed. 38 M & L For Lt Cable Route Indicator With A Welded / Riveted Disc Of 4 Inch Dia And Engraved With Cable Route Marker Welded To Angle Iron 40 X 40 X4 Mm Thick Fixed In Ground With In And Incl Pcc 1:3:6 Type C1 Using 20Mm Graded Aggregate Including Necessary Earth Work, Form Work Etc Complete All As Specified And Directed. 39 Supply And Fix Fire Extinguisher Abc Type Of Capacity 4 Kg Complete All As Specified And Directed. 40 Supply And Fix Fire Bucket Stand With Buckets -03 Nos Complete All As Specified And Directed. 41 Supply And Fix Rubber Mat Of Size 2 Mtr X 1 Mtr Of Thickness 2 Mm, Isi Marked Complete All As Specified And Directed. 42 Desgin And Supply Of Backup Source For Scada & Internal Lighting As Per Design ( Min 5 Kva With 3 Hours Back Up ) Complete All As Specified And Directed. 43 External Water Supply 44 Supply And Fixing Of Hdpe Rotational Moulded Polyethylene Water Storage Tanks Capacity 2000 Ltr ( Cylindericval Vertical With Closed Top ) Hostied And Fixed In Positionas Per Isi Maskedis 12701 / 1996 All As Specified In Ssr Part -Icomplete All As Specified And Directed. 45 Supply And Fixing Of Solar Module Water Cleaning System Kit For The 1000 Kw Solar Power Plant System For Complete Proposed Buildings. Complete Design Ofthe Cleaning Systemsduly Vetted By Iit / Nit For The Approval Of Garrison Engineer Before Execation At Site. Complete Bill Of Material, Specfication And Necessary Certificates If Any Shall Be Submitted By The Bidder Duly Signedin Duplicatedbefore Exicution Of The Work.The Design Should Comply With The Following Minimum Requirements : - ( A ) Supply & Fixing Of Spraying Nozzle / Sprinkler System With Following Specifications:-Material : Abs ( Plastic ) - Working Angle - 0 To 90 Deg- Discharge: 5 To 7 Lpm- Pressure: 1 Kg / Sq.Cm To 2 Kg / Sq.Cm Qty :- As Per Desgin ( B ) Supply & Fixing Of Automatic Valve With Following Specifications;- Working Medium: Water- Motion Pattern: Diaphgram Type- Electrom Maganetic Actuator, - Working Pressure 0 To 10 Bar- Working Medium Temperature: 0 To 85 Deg C- Material Of Body: Nv 66 / Cf 8 / Cf 8M Qty :- As Per Desgin ( C ) Supply & Fixing Of Screen Filter With Following Specifications;- Maximum Working Pressure : 10 Kg / Sq.Com- Range Of Water Flow: 5 - 8 Cum / Hour- Screen Cartridge: Double Screen 30 / 120 Mesh-Filtration Surface Area: 12P Sq.Cm Qty :- As Per Desgin 46 Item No. 36 Contd / -.. ( D ) Supply & Fixing Of Auto Controller With Following Specifications;- Single Phase Smps - 3A / 12Vdc Output- Control Card-Qty : Based On Design ( E ) Supply & Fixing Of Submersible Pump With Following Specifications;- Stator : Ss 304- Hp / Kw : Based On Desgin- Phase : Single / Three - Rpm : 2900 - Current 7.5 Amp-Qty : Based On Designnote : All The Above Are Minimum Essensial Requirements. Contractor Has To Submit Detailed Design Along With Layout And Details Of All Componets And Bifercation Details Of Rates For Each Component Considered In The Quoted Rates As Per Design. The Quoted Rates Are Deemed To Be Included With Rates Of All The Components As Per Desing Where Not Mensioned Here In Before.Nothing Extra Will Be Payable On This Account. 47 Unplasticiscd Pvc Pipes ( Sch 80 ) Hsn Code : 3917 Of Pressure Rating 10 Kgf / Cm2 , Class A Laid In Trenches Of The Following Sizes, 48 ( A ) 110 Mm Dia 49 ( B ) 75 Mm Dia 50 ( C ) 50Mm Dia 51 ( D ) 40 Mm Dia 52 ( E ) 32 Mm Dia 53 Supply & Fix Upvc Ball Valve, 100 Mm Dia 54 Supply & Fix Upvc Ball Valve, 75 Mm Dia 55 Supply And Fix Ppr Gate Valves ( Brass Insert ) Of 50 Mm Bore. 56 Supply And Fix Ppr Gate Valves ( Brass Insert ) Of 40 Mm Bore. 57 Supply And Fix Ppr Gate Valves ( Brass Insert ) Of 32 Mm Bore. 58 Supply And Fixing Of Wet Type Submersible Pressure Pump Capacity Of 5 Hp ( 1W+ 1Sb ) With Suitable Panel Board As Per Is 8034 / 1989 And Is 9283 / 1995 Suitable To Pump With Dry Run Prvententor Etc. Complete As Per Isi Standered Specfication 59 Supply, Install, Testing And Commissioning Of Outdoor Type Factory Fabricated Motor Starter Panel Suitable For 3 Phase 415V, 50Hz System Made Out Of Crca Sheet 3.15 Mm With Suitable Neoprene Rubber Gasket To Make It Completely, Dust And Vermin Proof, Front Openable Type Alongwith Locking Arrangement Having Angle Iron Base Frame And Legs Of Suitable Size, Pcc ( 1:3:6 ) Bedding For Grouting Of Base Including Dismantling And Taking Out Old Unserviceable Panel, Complete All As Specified And Directed. The Panel Shall Comprise The Following Accessories And Specifications :- ( A ) Mccb 4 Pole, 63 Amps, 16 Ka - 01 No ( Incoming ) ( B ) Dolstarter Suitable For 5 Hp Centrufugal Pump Set Incl Timer- 02 Set ( C ) Motor Protection Relay - 01 Set ( D ) Single Phase Preventor - 01 Set ( E ) Phase Indicating Led Lamps Ryb - 01 Set ( F ) Panel Mounted Multifunction Meter Including Cts Of Suitable Ratio - 01 Set ( G ) On / Off Push Button Alongwith Indication Light - 01 Set ( H ) Electrolytic High Conductivity Insulated Copper Bus Bar Of Suitable Capacity - 01 Set ( J ) Pump 1 & 2 Selector Switch ( K ) Auto Mannual Selector Switch -01 No ( I ) Earthing Terminals - 02 Nos 60 S&F Of 80 Mm Nrv For Water Pipe Line Type - Swing Type Flange End Bolted Cover Moc - Ci Complete All As Specified And Directed. 61 S&F Of Pressure Gauge 4 Dial - Ss Glycerine;Type - Diaphragm;Complete All As Specified And Directed. 62 Supply, Laying And Testing Xlpe Insulated Screened, Pvc Bedded, Galvanized Steel Strip Or Wire Armoured, Electric Power Cables ( Heavy Duty ) 1100 Volts Grade With Stranded Aluminium Conductor Of Size 50 Sq Mm 3.5 Corecomplete All As Specified And Directed. 63 Construction Of Valve Chamber Of Followinginternal Size Suitable For Sluice Valve, With 150 Mm Thick Pcc 1:4:8, Type D2, Using 40Mm Graded Aggregate For Foundation, 200 Mm Thick Brickwork With Old Size Fly Ash Bricks In Cement Mortar 1:6, 40 Mm Thick Pcc, 1:2:4, Type B1, Using 20Mm Graded Aggregate Coping, Rendering In Cm 1:4, 15 Mm Thick Including Provision Of Mild Steel Sheet Cover 3 Mm Thick With 40 X 40 X 6 Mm Size Angle Iron Frame Work Embedded In Concrete With Suitable Hinges And Locking Arrangements Including Two Coat Of Synthetic Enamel Black Paint Over A Coat Of Red Oxide Zinc Chrome Primer To Steel Surfaces And Includingnecessary Earth Work Excavation In Any Type Of Soil Etc., Removal Of Surplus Soil Off The Premises Complete All As Specified. ( A ) 900X 900 X 900Mm Type C 64 ( B ) 600 X 600 X 600 Mm Type B 65 External Electric Supply 66 S&F 6 Sqmm Multistranded Copper Conductor, 3 Core Pvc Insulated And Sheathed Copper Screen Protected 1100 Volts Grade Submersible Flat Cable Fixed To Column Pipes With Suitable Clamps &Jointing Material Complete Including Disconnecting & Taking Out Old Unserviceable Cablecomplete All As Specified And Directed. 67 Material And Labour Cross Arms, Bracings, Supports, Clamps And Back Plates Fabricated From Structural Steel Sections Including Nuts, Bolts, Washers, Welding, Bending Cold Or Hot, Drilling Holes For Bolts, In Any Shapeor Size As Indicated Or Directed And Incluse Of One Primer Coad, One Under Coat And One Finhing Coat Of Paint All As Specified And Directed By Engineer-In-Charge. 68 Supply And Fixing 80 Watts Led Floodlight With Fittings On The Roof Of Solar Module Installed Floorscomplete All As Specified And Directed. 69 Point Wiring Complete With 1.5 Sqmm Single Core Pvc Insulated Frls Unsheathed Cable 1100 Volts Grade With Multi Stranded Copper Conductor Drawn Thr Including Non Metallic Rigid Pvc Conduit With All Conduit Accessories Not Less Than 20Mm Dia ( Concealed ) And Including Provision Of 1.5 Sqmm Pvc Insulat Unsheathed Cable Frls As Earth Continuity Conductor, Metal Flush Box And White Cover Plate With Frame For Suitable Number Of Modules Flush Mo Concealed In Walls With Suitable Screws For Housing The Switches, Socket Outlets, Fan Regulators Etc, Complete All As Specified And As Directed. 70 Switch Piano, One Way, 6 Amps, For One Module Complete All As Specified And As Directed. 71 Supply And Lay Gi Pipe 80 Mm Bore Medium Grade For Cable Protection Completeall As Specified And As Dierced. 72 Cutting Existing Road / Pcc / Drain For Laying Of Di / Gi Or Any Typeof Pipe Including Necessary Earthwork, Excavation Exc 600Mm Depth But Not Exc 1Mtr Depth, Wide 800Mm Including Making Existing Surface With Pcc 1:2:4 Type B1 Using 20Mm Aggregate Thickness Of Concrete Is 150Mmcomplete All As Specified And Directed. 73 Security Fencing With Wicket Gate 74 Excavating In Post Holes ( Or Similar Holes ) Each N Exc 0.5 Cum, Getting Out, Returning, Filling In And Ramming Earth Or Broken Rubble Mixed With Earth Around, In Layers Not Exceeding 25Cm In Hard / Dense Soil, Watering, And Removing Surplus Soil To A Distance N Exc 50 M And Making Good Surface Complete All As Specified And Directed. 75 M&L For Pcc 1:3:6 Type C-2 Using 40 Mm Graded Stone Agg As In Foundation Filling And Mass Concrete Complete All As Specified And Directed. 76 S & F Mild Steel Con-Forming To Fe-290 Gde E-165 Qualitya As In Angle Post Or Struts In Fencing Fixed Independently Including Cutting And Bending To Shappe As Directed, Drilling Holes, Notching For Wire, Flat Iron Fillet For Securing Wire Mesh Etc Complete All As Specified And Directed. 77 M&L Mild Steel Structural Framed Work Such As Grills, Gratings Etc., With Ends Of Bars Shouldered And / Or Riveted, Or Forget Into Spikes; Framed Guard Bars; Barred Iron Doors; Ladders; Framed Balusters; Walk Ways; Railings; Framework Of Water Tanks And Similar Work Conforming To Fe-290 Gde E-165 Complete All As Specified And Directed 78 S & F Mild Steel Screw Bolts ( Machine Made ) With Hexagonal Or Square Heads At One End And Screwed The Other, Or Screwed Both Ends, Each Screwed End To Be Fitted With Washers And One Hexagonal Or Squareexc 5 Cm Not Exceeding 10Cm Long And 5 To 10 Mm Dia Complete All As Specified And Directed. 79 Supply Only Chain Link Ms Galvanised Fencing Wire Made With 3Mm Dia Gi Wire & 100X100mm Mesh Size All As Specifiedand Directed 80 Fixing Only Chain Link Fencing Including Line Wires, Any Mesh, Size And Type To Any Type Of Standards, Rails, Straining Bolts, Etc. Including Provission Of Binding Wire Complete All As Specified And Directed. 81 Mild Steel Round Bars 10 Mm Dia And Over As In Strengthening Bars For Chainlink Fencing Conforming To Fe-290 Gde E-165Complete All As Specified And Directed. 82 M & L For Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer Including Preparation Of New Steel Surfaces Of Any Description Exc 10 Cm Girth Or Width Complete All As Specified And Directed. 83 M & L For Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer Including Preparation Of New Steel Surfaces Of Any Description Not Exc 10 Cm Girth Or Width Complete All As Specified And Directed. 84 Foot Path 85 Surface Excavation N Exc 30 Cm Deep And Averaging 15 Cm Deep And Getting Out In Hard / Dense Soicomplete All As Specified And Directed. 86 M&L For Hard Core Of Gauge Not Exc 63 Mm Size Depositing Spreading , Leveling Watering And Well Ramming With Broken Stone Boulders / Stone Specifiedcomplete All As Specified And Directed. 87 M&L 100 Mm Thick Pcc 1:4:8 Type D-2Using 40 Mm Graded Stone Aggregate As In Floors Surface Finished Cement Surface All As Specified And Directed. 88 M&L Sand Filling Under Floor Or In Foundation Including Watering And Consolidation And All As Specified And Directed. 89 M &Lmachine Pressed Precast Conctete Interlocking Paver Block Any Shape And Size Confirming To Is 15658-2006 Of 80 Mmthickness M-35Grade With Grey Cement & Pigment All As Specified And Directed. 90 Plain Cement Concrete 1:3:6 Type C1 Using 20Mm Graded Stone Aggregate As In Kerbs, Coping Etc Including Necessaty Formworkcomplete All As Specified And Directed. 91 Removing Excavated Soil In Hard / Dense Soil Exc 1.50 Km And Not Exc 5.00 Km Out Side The Campus Including Loading And Unloading Etc., Where Responsibility Regarding Place Of Deposition And Permission From All Authorities Etc., In This Regard Will Be Of Contractor Andcomplete All As Specified And Directed. 92 Mild Steel Ladder 93 Mild Steel Base Plates & Cleats ( Chequred Or Plain ) Channels, Squred Cut Or Notched ( Ordinary And Counter Sunk ) Forming Holes For Nuts And Bolt Or Welded Attachment Including Anchor Nuts & Bolts 20Mm Dia 400Mm Long ( Machine Made ) With Hexagonal Or Squre Heads Conforming To Fe-410- W ( Gde E-250 ) Quality- A Complete All As Specified And As Directed. 94 M&L Plain Cement Concrete, Type B2, 1:2:4 In Foundation Filling And Mass Concrete Complete All As Specified And Directed. 95 M & L For Two Coats Of Black Bituminous Paintof Any Description Wood, Steel, Iron, Concrete, Brick, Stone, Etc., Exceeding 10Cm In Width Or Girth Including Preparation Of New Steel Surfcaes Complete All As Specified And Directed. 96 Ug Sump Of Capacity 20000 Litres 97 Provn Of Rcc Ug Sump Of Capacity 20000 Litres Complete All As Specified And As Directed. 98 Total Of Schedule A