Provision of Sewage Treatment Plant at NCB V NOFRA, Visakhapatnam

Amount

PHASE-I

SCHEDULE 'A' PART-I

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and as directed.

Excavation over areas not exceeding 1.50 m in depth and getting out in soft/ loose soil complete all as specified and as directed.

Excavation over areas depth exceeding 1.5m but not exceeding 3 m and getting out in soft/ loose soil complete all as specified and as directed.

Excavation over areas depth exceeding 3 m but not exceeding 4.50 m and getting out in soft/ loose soil complete all as specified and as directed.

Excavation over areas depth exceeding 4.5 m but not exceeding 6 m and getting out in soft/ loose soil complete all as specified and as directed.

Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep in soft/ loose soil complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming.

M&L for Moorum/red bajri filling in foundations, floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed.

M & L for Hardcore of gauge not exceeding 63mm of broken stones or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick watered and rolled and consolidated complete all as specified.

Removal of excavated material [Soil] to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 m complete all as specified and as directed.

Removal of excavated material [Soil] to a distance exceeding 1.5 Km but not exceeding 5 Km and depositing where directed complete all as specified and as directed.

M & L for PCC 1:3:6, Type C-2, using 40mm graded stone aggregate as in Foundation, Footings of poles etc complete all as specified and as directed.

M & L for PCC 1:4:8, Type D-2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed.

M & L for RCC M–30 Design Mix, using 20mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns etc. complete all as specified and as directed.

M & L for RCC M-30 Design Mix, using 20mm graded stone aggregate as in Walls, Retaining Walls, Basement Walls, Ballast Walls and the like, any thickness above top of footings including attached pilasters and buttresses etc complete all as specified.

M & L for RCC M-30 Design Mix, using 20mm graded stone aggregate as in Slabs supported on walls, beams, columns, landings, shelves and the like complete all as specified and as directed.

M & L for RCC M-30 Design Mix, using 20mm graded stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span etc. complete all as specified and as directed.

M & L for Plain cement concrete Type C1 1:3:6 using 20mm graded stone aggregate copings, bed plates and the like including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work, complete all as specified and as directed.

M & L for Plain cement concrete Type B1 [Nominal Mix] 1:2:4 using 20mm graded stone aggregate copings, bed plates and the like including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work, complete all as specified and as directed.

M & L for PCC 1:2:4, Type B-1 [using 20 mm graded granite stone aggregate] in surface channels and drains including forming fair finished drain or channel of any inner girth using extra cement including forms, moulds, mitred / stooped ends complete all as specified and as directed.

M & L for providing RCC M-30 Design Mix using 20mm graded stone aggregate as in Precast Cover Slabs [for manholes], and similar articles with plain faces set in cement mortar 1:6 complete all as specified and as directed.

Supply only Liquid water proofing compound [ISI marked] of approved make.

M & L for brick work with Fly Ash bricks, straight or curved on plan exceeding 6 m mean radius built in Cement Mortar 1:6 complete all as specified and as directed.

Use and removal of steel formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits [if any] of foundation and plinth beams and similar work, vertical or to batter for rough finished surfaces complete all as specified and as directed. sides of concrete

Use and removal of steel formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc. vertical or to batter for ROUGH finished surfaces of concrete complete all as specified.

Use and removal of steel formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick [horizontal or sloping] including fair finished surfaces complete all as specified and directed.

Use and removal of steel formwork to sides and soffits of floor or roof beams, beam launchings, lintels, cantilevers, shelves including supports, overhangs, etc, splays between floors and beams and similar works for fair finished surfaces of concrete complete all as specified and as directed.

M & L for High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.

M & L for High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 8mm dia and over, as in stirrups, spacers, binders including hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.

S & F Reinforcement using High Strength Deformed TMT Bars of Grade Fe–500D of 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.

S & F Mild Steel work conforming to Fe - 290, Grade E-165, as in framed work such as Grills, Gratings, Ladders etc with ends of bars shouldered and/or riveted, or forged into spikes, framed Guard Bars, Barred Iron Doors, Ladders, framed Balusters, Walk Ways, Railings, framework of Water Tanks and similar work complete all as specified and as directed.

S & F Galvanised, 2 Strand, Steel Barbed Wire 2.24mm dia, Barbed with 2mm dia bars at 75mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc complete all as specified and directed.

M & L for providing water proofing treatment to roof surfaces by sweeping clean and washing down with water to remove dust etc and brushing neat cement slurry with 3.0 KG of cement per Sq.m area, rendering 10mm thick in cement mortar 1:3 mixed with water proofing compound of approved make as per manufacturers instructions laid to levels finished even and smooth without using extra cement, priming the surface with a coat of cold applied bituminous primer @ 0.50 KG per Sq.m, applying a coat of Blown Bitumen of grade 85/25 @ 1.2 Kg per Sq.m, laying Polymeric water proofing membrane of weight not less than 3.00 Kg per Sq.m reinforced with polyester non-woven fabric of weight not less than 150 Grams per Sq.m by torch application with side over lap of 100mm & end over lap of 150mm & tucked into the chases on vertical surfaces by thermo fusion including applying a coat of Blown Bitumen of grade 85/25 @ 1.2 Kg per Sq.m on top for water proofing treatment and finally it shall be finished with a coat of bituminous aluminium primer @ 0.10 KG/Sq.m.complete all as specified and as directed. Note: Water proofing compound will be measured and paid separately.

M & L for 100 mm thick PCC 1:3:6, Type C-2, using 40mm graded aggregate as in Sub base for flooring complete all as specified and as directed.

M & L for 150 mm thick PCC 1:1½:3, Type A-1, using 20mm graded aggregate as in flooring including finishing even and smooth without using extra cement complete all as specified and as directed.

M & L for 100 mm thick PCC 1:1½:3, Type A-1, using 20mm graded aggregate as in flooring including finishing even and smooth without using extra cement complete all as specified and as directed.

M & L for Inter Locking Paver Blocks of 80mm thick of approved colour, pattern, shape and size, manufactured with M-40 Grade plain cement concrete using 20 mm graded stone aggregate, Hydraulically pressed conforming to IS - 15658 set in floors/ paths/ hardstandings complete all as specified and directed.

M & L for sand filling under floors/ paths/ hardstandings including watering and consolidation complete all as specified and as directed.

M & L for rendering 5 mm thick in Cement Mortar 1:3 on fair faces of concrete surface of ceiling surfaces finished even and smooth without using extra cement complete all as specified and as directed.

M & L for rendering to brick / concrete surfaces, 15 mm thick in Cement Mortar 1:4, surfaces finished even and smooth without using extra cement complete all as specified and as directed.

M & L for rendering to brick / concrete surfaces, 15 mm thick in Cement Mortar 1:4, including mixing water proofing compound as per manufacturers instructions and finishing the top surface even and smooth without using extra cement complete all as specified and as directed. Note: Water proofing compound will be measured and paid separately.

M & L for three coats of white washing on newly plastered ceiling surfaces including necessary preparation of surfaces complete all as specified and as directed.

M & L for three coats of white washing on newly plastered wall surfaces including necessary preparation of surfaces complete all as specified and as directed.

M & L for two coats of Cement Based paint over a coat of Alkali Resistant Primer on newly plastered wall surfaces including necessary preparation of surfaces complete all as specified and as directed.

M & L for two coats of Synthetic Enamel paint over one coat of Red Oxide / Zinc Chrome Primer on new steel surfaces over 10cm width or girth including necessary preparation of surfaces complete all as specified and as directed.

S & F 80mm bore CI Non Return Valve cast iron body with bypass arrangement conforming to relevant IS, heavy duty, flanged, drilled, with necessary rubber gaskets, nuts & bolts etc as required and testing complete all as specified and as directed.

M & L for UPVC Pipe of 75 mm bore, SCH-80 pressure clause, laid in trenches or on floors including testing complete all as specified and as directed. Note: Fittings will be measured and paid separately.

M & L for UPVC Pipe of 25 mm bore, SCH-80 pressure clause laid in trenches or on floors including testing complete all as specified and as directed. Note: Fittings will be measured and paid separately.

S & F 75mm bore UPVC TEE all as specified and as directed.

S & F 75mm bore UPVC ELBOW all as specified and as directed.

S & F 75mm x 25mm bore UPVC REDUCER TEE all as specified and as directed.

S & F 75mm bore UPVC ball valves high pressure all as specified and directed.

S & F 25mm bore UPVC TEE all as specified and as directed.

S & F 25mm bore UPVC END CAP all as specified and as directed.

S & F 25mm bore UPVC ELBOW all as specified and as directed.

S & F 25mm bore UPVC UNION all as specified and as directed.

S & F 25mm bore UPVC ball valves high pressure with all as specified and directed.

Supplying and installing manual bar screen, J type, stainless steel SS 304 grade, overall size 1.00m x 0.6m, mesh of size 10mm x 10mm made out of 3mm dia SS bars, installed in the sewage water channel with necessary supports including provision of hand rake for manual removal of debris and lifting lugs complete all as specified and as directed.

Supplying, installing, Commissioning and Testing of Disinfection system alongwith dosing pump of capacity 6 litres/hour at 50 metres head including provision of 300 litres capacity PVC tank all as specified and as directed.

Supplying, installing, testing and commissioning of Electrically Driven Non-Clog Vertical Submersible Pump Set of 3.5 KW / 5 HP Capacity, with Cast iron Impeller and Cutter, Non-clog to pass 40mm size particles including supply, installation with guide rail and lifting chain, cables, earthing, testing complete, suitable for a minimum discharge capacity of 25 cum/ hour at 15 metres head, 2900 RPM in wet well, IP 68 Protection with minimum operating temperature 40°C, suitable for operation 440 Volts, 3 Phase, 50 Hz, AC Supply, Delivery Casing, Impeller and Motor body made of Cast iron including provision of float switch for automatic cutoff and connecting up with suitable size of copper conductor cable from Panel to Pump complete all as specified and as directed.

Supplying, installing, testing and commissioning of Electrically Driven Non-Clog Vertical Submersible Pump Set of 1.5 KW / 2 HP Capacity, with Cast iron Impeller and Cutter, Non-clog to pass 40mm size particles including supply, installation with guide rail and lifting chain, cables, earthing, testing complete, suitable for a minimum discharge capacity of 20 cum/ hour at 10 metres head, 2900 RPM, in Raw sewage tank for transfer of sludge from RST to drying bed, IP 68 Protection with minimum operating temperature 40°C, suitable for operation 230 Volts, Single Phase, 50 Hz, AC Supply, Delivery Casing, Impeller and Motor body made of Cast iron including provision of float switch for automatic cutoff and connecting up with suitable size of copper conductor cable from Panel to Pump complete all as specified and as directed.

Supplying, installing, testing and commissioning of Electrically Driven Non-Clog Vertical Submersible Pump Set of 2.2 KW / 3 HP Capacity, with Cast iron Impeller and Cutter, Non-clog to pass 40mm size particles including supply, installation with guide rail and lifting chain, cables, earthing, testing complete, suitable for a minimum discharge capacity of 15 cum/ hour at 15 metres head, 2900 RPM in Raw sewage tank, IP 68 Protection with minimum operating temperature 40°C, suitable for operation 415 Volts, 3 Phase, 50 Hz, AC Supply, Delivery Casing, Impeller and Motor body made of Cast iron including provision of float switch for automatic cutoff and connecting up with suitable size of copper conductor cable from Panel to Pump complete all as specified and as directed.

Supplying, installing, testing and commissioning of Electrically Driven clear water Horizontal Submersible Pump Set of 2.25 KW / 3 HP Capacity, with Cast iron Impeller and Cutter, including supply, installation with guide rail and lifting chain, cables, earthing, testing complete, suitable for a minimum discharge capacity of 12 cum/ hour at 15 metres head, 2900 RPM, in collection tank, IP 68 Protection with minimum operating temperature 40°C, suitable for operation 415 Volts, 3 Phase, 50 Hz, AC Supply, Delivery Casing, Impeller and Motor body made of Cast iron including provision of float switch for automatic cutoff and connecting up with suitable size of copper conductor cable from Panel to Pump complete all as specified and as directed.

Supplying, installing, testing and commissioning of Electrically Driven clear water open well Horizontal Submersible Pump Set of 3.5 KW / 5 HP Capacity, with Cast iron Impeller and Cutter, including supply, installation with guide rail and lifting chain, cables, earthing, testing complete, suitable for a minimum discharge capacity of 25cum/ hour at 15 metres head, 2900 RPM with suction side 80mm bore and delivery side 50mm bore installed in treated water tank for transferring the treated water to arboriculture, IP 68 Protection with minimum operating temperature 40°C, suitable for operation 415 Volts, 3 Phase, 50 Hz, AC Supply, Delivery Casing, Impeller and Motor body made of Cast iron including provision of float switch for automatic cutoff and connecting up with suitable size of copper conductor cable from Panel to Pump complete all as specified and as directed.

Supplying and Laying submersible copper conductor cable, flat of size 3 Core, 6 Sq.mm including connecting up and testing complete all as specified and as directed.

M & L for Cutting existing 80mm bore GI Water Mains for drawing 50mm bore GI branch by inserting 80 X 80 X 50 mm GI reducer Tee, necessary GI Specials including jointing, excavation and earth work, dewatering etc. complete all specified and as directed.

M & L for UPVC Pipe of 50 mm bore, SCH-80 pressure clause, including all fittings such as bends, tees, short pieces, connectors, elbows, reducers, union, sockets etc laid in trenches or in floors including testing, complete all as specified and as directed.

M & L for UPVC Pipe of 40 mm bore, SCH-80 pressure clause, including all fittings such as bends, tees, short pieces, connectors, elbows, reducers, union, sockets etc laid in trenches or in floors including testing, complete all as specified and as directed.

M & L for UPVC Pipe of 25 mm bore, SCH-80 pressure clause, including all fittings such as bends, tees, short pieces, connectors, elbows, reducers, union, sockets etc laid in trenches or in floors including testing, complete all as specified and as directed.

M & L for 50mm bore dia High Density Polyethylene [HDPE] Pipes of pressure rating PN 10 laid in trenches or on floors with all necessary fittings including testing complete all as specified and as directed.

M & L for 40mm bore dia High Density Polyethylene [HDPE] Pipes of pressure rating PN 10 laid in trenches or on floors with all necessary fittings including testing complete all as specified and as directed.

M & L for 25mm bore dia High Density Polyethylene [HDPE] Pipes of pressure rating PN 10 laid in trenches or on floors with all necessary fittings including testing complete all as specified and as directed.

S & F Gun Metal Globe or Gate Valve of Class - I, Pressure Tested of 1.5 Mpa, 50 mm bore with iron wheel head, screwed both ends for iron pipe, conforming to IS, ISI Marked complete all specified and as directed.

S & F Gun Metal Globe or Gate Valve of Class - I, Pressure Tested of 1.5 Mpa, 40 mm bore with iron wheel head, screwed both ends for iron pipe, conforming to IS, ISI Marked complete all specified and as directed.

S & F Gun Metal Globe or Gate Valve of Class - I, Pressure Tested of 1.5 Mpa, 25 mm bore with iron wheel head, screwed both ends for iron pipe, conforming to IS, ISI Marked complete all specified and as directed.

S & F Sluice Valve, Cast Iron body, Stainless Steel Spindle, Gun Metal Rings including Wheel for operation, Flanged and Drilled, 80 mm Dia, confirming to IS – 14846, Class PN –1.6, Non Rising Type, Long Body type including all Joints with Rubber Gasket and Jointing Materials, Bolts, Nuts, Washer complete all as specified and as directed.

M & L for Construction of Valve Chamber of size 600 X 600 X 600 mm internal size suitable for Sluice Valve, with PCC 1:4:8, Type D2, using 40mm graded aggregate for foundation, 200 mm thick Brickwork with 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 including necessary earth work excavation in any type of soil etc., removal of surplus soil off the premises, demolition of existing Valve Chamber of any description complete all as specified and shown on drawing CEDD / TD / 119, Sheet No. 1 / 1 dated 20 August 1983, revised up to 21 September 1992.

M & L for 200 mm dia RCC Pipes, Class NP3, laid and jointed with collars laid in trenches and jointed including complete all as specified and as directed.

M & L for 150 mm dia RCC Pipes, Class NP3, laid and jointed with collars laid in trenches and jointed including complete all as specified and as directed.

M & L for 100 mm dia RCC Pipes, Class NP3, laid and jointed with collars laid in trenches and jointed including complete all as specified and as directed.

M & L for concrete bed to drain pipes of size 200 mm bore packing under and haunching against the sides of pipes after they are laid and fitted in cement concrete, Type C2, 1:3:6, using 40mm graded stone aggregate complete all as specified and as directed.

M & L for concrete bed to drain pipes of size 150 mm bore packing under and haunching against the sides of pipes after they are laid and fitted in cement concrete, Type C2, 1:3:6, using 40mm graded stone aggregate complete all as specified and as directed.

M & L for concrete bed to drain pipes of size 100 mm bore packing under and haunching against the sides of pipes after they are laid and fitted in cement concrete, Type C2, 1:3:6, using 40mm graded stone aggregate complete all as specified and as directed.

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel [½ round or ¾ section] in cement concrete 1:2:4 type B1 smooth finished, and reforming benching as required for 200 mm dia of pipe complete all as specified and as directed.

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel [½ round or ¾ section] in cement concrete 1:2:4 type B1 smooth finished, and reforming benching as required for 150 mm dia of pipe complete all as specified and as directed.

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel [½ round or ¾ section] in cement concrete 1:2:4 type B1 smooth finished, and reforming benching as required for 100 mm dia of pipe complete all as specified and as directed.

Removing the blockages in gully traps and connected waste pipes upto first manhole of buildings by taking out deposited sludge and cleaning/ flushing out and removing the mud/ mucks, etc upto a distance of 200m and burried under ground all as specified and as directed.

S & F Double Post Retro Reflective Sign Boards [Both Sides Written] as per IRC 67 - 2001, Frame made up of 25mm Mild Steel Square tube of wall thickness not less than 1.6mm and Posts made up of 50mm bore Mild Steel Tube of wall thickness not less than 1.6mm, 3.0 metre height, out of which 0.6 metre is embedded below ground level fitted with MS plate 200 X 200 X 6mm thick, embedded in PCC 1:2:4, Type B1 [using 20mm graded stone aggregate] of size 450 X 450 X 600mm, including necessary earthwork in any type of soil and removal of soil upto 50 metre, applying two coats of synthetic enamel paint over a coat of Zinc Chrome primer to MS framed work, Board made up of 1.6mm thick CRCA sheet, fully covered with high Intensity Prismatic [Type-IV] sheeting conforming to Type III of ASTDM-D 4956-01 as approved by GE with letters [Black, Roman, Italic or Indian] including necessary stops, commas, short lines, dashes, brackets, etc., [Number of alphabets not exceeding 30 Nos per each side], index hands [Natural size] or arrows [upto 400mm long] one number, borders, etc. as per IRC 67 - 2001 in silver/white with blue/green or any other colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to Class II ASTDM - D - 1956 - 01 and fixing same to the structural frame work by means of suitable size aluminium alloy, rivets or bolts and nuts and erecting in position complete all as specified and as directed.

M & L for XLPE insulated and PVC sheathed, FRLS, armoured heavy duty underground cable, ISI marked with aluminium stranded conductor 1100 Volt grade of size 3½ Core, 70 Sq.mm cross section suitable for earthed system, laying in trenches / duct / fixed to poles / drawn through pipes / sleeving through pipe in duct, including suitable size Double compression copper stainless steel cable gland, crimping type cable lugs, sockets etc complete all as specified and as directed.

M & L for XLPE insulated and PVC sheathed, FRLS, armoured heavy duty underground cable, ISI marked with aluminium stranded conductor 1100 Volt grade of size 4 Core, 10 Sq.mm cross section suitable for earthed system, laying in trenches / duct / fixed to poles / drawn through pipes / sleeving through pipe in duct, including suitable size Double compression copper stainless steel cable gland, crimping type cable lugs, sockets etc complete all as specified and as directed.

M & L for Dry river sand cushioning over and around the cable for cable protection in trenches, levelled and punned down complete all as specified and as directed. Note: The punned down thickness shall be measured for payment.

Supplying and laying un–reinforced Precast Concrete Cable Cover, Class LV, Type 1, Flat, of size 250mm x 150mm x 40mm complete all as specified and as directed.

Supplying and laying GI pipe, 50mm dia, Light grade for cable protection at road crossing etc. or fixing on wall / poles of any type, secured with clamps complete all as specified and as directed.

Cutting Bituminous Road / Hardstanding etc. as required for Jointing / Laying Cables and Pipeline of width not exceeding 300mm and depth not exceeding 600mm and refilling after laying and making good with PCC 1:2:4, Type B1 using 20mm graded stone aggregate, 100mm thick complete all as specified and as directed.

S & F Prestressed concrete pole, 9.0 metres long, 102mm x 152mm at top and 102mm x 289mm at bottom, class 10 all as specified and as directed.

S & F Energy efficient & Long life Street Light Luminaire, 70 W, 5700 K with Pressure Die Cast Aluminium Housing, IP66 protection, heat resistant glass cover, high power LEDs as light source, electronic driver including GI Bracket made out of 32 mm bore GI Tube, Medium Grade of size not exceeding 1.50 m in length and bent to shape required and fixed with 2 Nos of Pole fitting Clamps made out of MS Flat of size 50 X 6mm, bolts, nuts, washers and painting the steel surfaces with two coats of aluminium paint over a coat of primer red oxide zinc chrome primer and connecting up with three core PVC insulated, sheathed flexible copper conductor cable of size 1.5 Sq.mm all as specified and as directed. Note: Light fitting shall be of PF>0.95 Make: ENDURA CITY LINER NEO SL of HAVELLS or equivalent approved model in PHILIPS/ BAJAJ/ CG

S & F Factory made Pole Mounted FRP Junction Box of size 200 X 140 X 95mm with IP 66 Protection and including MCB, SP, 6 Amps, B Curve, 240 Volts [1 Nos], 50 Amps rated Heavy Duty Four Way Connector [1 Nos] and for incomer and outgoing cable, suitable for Pole mounting and fixed with clamps made out of 40 X 3mm flat iron with suitable nuts, bolts, gland lugs etc duly painting the steel surfaces with two coats of aluminium paint over a coat of red oxide zinc chrome primer complete all as specified and as directed.

S & F 3 Core, 1.5 Sq.mm, PVC Insulated and PVC sheathed, heavy duty cable, with Multistranded Copper Conductor cable, 1100 Volts, FRLS Grade, ISI Marked including crimping type cable lugs, sockets etc. drawn through and including 20mm dia medium grade PVC conduits and conduit accessories and connecting up and testing complete all as specified and as directed.

S&F LED SOLAR street light fitting, 24 V, 15W, 1500 lumen with aluminium die cast housing with optical lens, IP 66 class of protection, with in-built MPPT solar charge controller, automatic dusk to dawn operation optimised for lithium Ferro phosphate battery of 12.8 V 100Ah with 12 hours working everyday, 75 Wp solar PV module, fixed to and including provision of 3mm wall thick hot dip GI octagonal tubular Pole of size 70/ 130mm dia x 5m high above GL with base plate, foundation bolts M24 x 650mm, etc all as recommended by the manufacturer including all accessories such as single arm GI bracket for light fitting 1m long x 48mm dia, module mounting structure internally pre wired complete including provision of 15 Watt high power LEDs and connecting up light fitting with copper conductor cable of suitable size all as specified and directed. Note: Excavation, earth work and PCC/ RCC foundation shall be measured and paid separately. Make: Havells 'Enviro LI-FE' model or equivalent model in Philips/ Crompton.

Earthing complete with Galvanised Steel Earth Plate Electrode 600 X 600 X 6 mm thick buried directly in ground [earth pit not less than 2.25 m deep below ground level] with top edge of Plate not less than 1.50 m below normal ground level connected to 32 X 6mm GI Strip [Earth Lead] and GI pipe 50 mm, Medium Grade for earthing lead protection to the extent of maximum 7.5m, Earth Plate Electrode surrounded by 150mm thick packed layers of Charcoal and Common Salt filled in alternate layers, connected to the Plate by means of GI Bolts & Nuts complete all as per Electrical Plate No. 3 of SSR Part – I, connected to panel / DB including testing on completion including main earthing, Charcoal, Common Salt, PCC [1:2:4, Type B1] Pit with RCC 1:2:4, Type B1 Cover, 50 mm thick with 6 Nos, 8 mm dia TMT bars in both ways, MS frame made with 40 X 40 X 6 mm Angle Iron, MS Funnel with 20 mm bore, medium grade GI Watering pipe, wire mesh, earth work excavation, return filling, removal of surplus soil etc. complete all as specified and as directed.

S & F Earth continuity Conductor or main earthing lead made of GI Strip of size 32 X 6mm, fixed to wall on batten or recess or chases or burried in ground or fixed to poles or any other indicated situation including drawing through GI Pipe for earthing etc. complete all as specified and as directed.

Demolition of Unreinforced Cement Concrete in ground floors and Pavings not exceeding 15cm thick [below or above ground level] and removing rubbish to a distance not exceeding 1.50 KM complete all as specified and as directed.

Supplying, Installing Testing and Commissioning of Silent Diesel Engine driven Generating Set of Capacity 45 KVA/ 36 KW, 415 Volts, Three Phase, 4 Wire, Engine as per IS – 10001 / 10002 and Alternator as per IS – 13364 complete with relay panel for automatic starting on main failure, control panel having meters, sound proof canopy as per relevant IS and foundation etc. including following: [Make: Kirloskar Green / cummins / Ashok Leyland / Greaves Cotton] A. ENGINE: Direct Injection, Water Cooled Engine, 2 Cylinder, in-line, 4 Stroke, rated at 1500 RPM, conforming to BS – 5514 and having following specifications: [i] In- line fuel pump with Mechanical governor for 45 KVA. [ii] Turbocharger [iii] Stainless Steel Exhaust Flexible Coupling and Exhaust Pipe duly insulated with Glass Fire Wool and Plain GI Sheet Cladding & extended outside the building. [iv] Silencer [v] Radiator [vi] Coolant Inhibitor [vii] Plate type Lub Oil Cooler [viii] Spin-On-Filters-Coolant, Fuel, Fuel & Lub Oil [ix] Dry type, Heavy Duty, Replaceable Paper Element Air Cleaner with Restriction Indicator [x] Flywheel Housing and Flywheel to suit Single Bearing Alternator [xi] Electrical Starter Motor [xii] Battery Charging Alternator [xiii] 1x12 Volts Batteries, 88 AH Capacity with multistranded copper cable for connecting leads and terminals [xiv] First fill of Lub Oil.

B. ALTERNATOR: [i] Self Excited & Self Regulated [ii] Voltage Regulation ± 1 % [iii] Class H Insulation [iv] Salient Pole Revolving Field [v] Digital Automatic Voltage Regulator [Part of PCC 1301] [vi] Standard Enclosure IP-23 [vii] Telephone Interference Factor: 50 [viii] Total Harmonic Factor: Better than 2% [ix] Supplying power to variable electrical load for unlimited hours. Prime power [PRP] is in accordance with ISO 8528. 10% over load capacity for one hour every 12 Hours of operation and will be suitable for tropical condition.

D. FUEL TANK: [i] Fuel Tank of suitable capacity for minimum 12 Hours run with provision for Supply and Return Lines, Level Indicator, Drain Valve, Cleaning Cover Vent Pipe & Locking Device. [ii] MS Fuel Pipeline from Fuel Tank to FIP of suitable size. [iii] Fuel Tank shall be mounted / located outside the cubicle with suitable mounting with angle iron supports. E. ACOUSTIC ENCLOSURE: [i] Designed to meet stringent MOEF / CPCB norms 75 dBA @ 1 m at 75% load under free field conditions. [ii] Air Inlet Louvers shall be designed to operate at rated load even at 50°C Air Inlet Temperature. [iii] Cubicle shall be powder coated for long lasting service life and super finish with UV Resistant Powder Coating and shall withstand extreme environment. Stain Steel hardware shall be used. [iv] Insulation Material shall meet / conform to IS – 8183 Specifications for better sound attenuation [v] Provision of Genset Controller for Engine & Alternator. F. ACCESSORIES: [i] Periodical Maintenance Tools as per Manufacture [ii] Operational, Spare Parts, & Installation Guidelines and Catalogue.

NOTE: [a] Rate quoted shall also deemed to be including the following: [i] Provision of 200mm thick PCC 1:1½:3, Type A1, using 20mm graded stone aggregate Foundation over 200mm thick PCC 1:4:8, Type D-2, using 40mm graded stone aggregate over 200mm thick Hardcore of gauge not exceeding 63mm of broken stones or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick complete as per manufacturer's instructions with Anti-Vibration Mounting Pads as per manufacturer’s guidelines including necessary earthwork excavation, return filling, removal surplus soil and applying two coats of Cement Based paint over a coat of Alkali Resistant Primer complete etc. complete all as directed. [ii] Testing of DG Set shall be carried out by the IEM. [iii] Artificial load i.e. strip heaters of suitable capacity to be made available during test. [iv] Extended terminals with tinned copper has to be provided for terminating the incoming & out going cable with suitable lugs for ACB’s / MCCB's if required. [v] U/G cable shall be laid / connected to DG Set Cubicle Panel to AMF Control Panel [Changeover Panel] all as specified and as directed [vi] Provision of cable gland & Aluminium lugs of suitable size for terminating the cable at both ends.

M & L for Point Wiring complete with 1100 Volts, FRLS Grade, 1.5 Sq.mm, Single Core, PVC Insulated, Unsheathed, Multistranded Copper Conductor Cable, conforming to IS - 694 drawn through and including heavy duty PVC Conduit, 20 mm dia including all accessories, concealed in Walls / Roofs / Floors / Ceiling etc. and provision of Modular Type switch Box made out of 2mm thick GI Sheet of suitable size flush mounted with walls and Modular type white cover plate with grid Frame for housing Modular Type Switches, Sockets and Regulators etc. including 1100 Volts, FRLS Grade, 1.5 Sq.mm, Single Core, PVC Insulated, Unsheathed, Multistranded Copper Conductor cable as earth continuity conductor with colour coding and connecting to Earth Dolly for One Light / Fan Point / Bell Point controlled by One Switch complete all as specified and as directed.

All as per Serial Item No. 107 above but One 3 Pin Socket Outlet 6 Amps on Independent Board complete all as specified and as directed.

All as per Serial Item No. 107 above but one Power Point 16 Amps on independent board, with 1100 Volts, FRLS grade, 4 Sq.mm, Single Core, PVC Insulated, Unsheathed, Multistranded Copper Conductor Cable confirming to IS - 694 and including 1100 Volts, FRLS grade, 4 Sq.mm, Single Core, PVC Insulated, Unsheathed, Multistranded Copper Conductor Cable as Earth Continuity Conductor.

S & F Modular Switch, One Way, 6 Amps, One Module all as specified and as directed.

S & F Modular Switch, One Way, 16 Amps, One Module all as specified and as directed.

S & F Modular Socket, 6 Amps, 2/3 Pin combined, Two Module, all as specified and as directed.

S & F Modular Socket, 6 Amps/ 16 Amps, 2/3 Pin combined, Two Module, all as specified and as directed.

Ceiling Rose, 3 terminals, PVC/ polycarbonate, isolated body all as specified and as directed.

S & F Modular Fan Regulator, Stepped Type, Two Module, 120 W all as specified and as directed.

S & F MCB DB, Single pole and neutral, 8 Way, 240 Volts, Double Door, with 200 Amps rated bus bar complete all as specified and as directed.

S & F Miniature Circuit Breaker (MCB) of single pole & neutral and current carrying capacity 6 to 32 AMP 240V, 10 KA 'C' curve, fixed in the MCB DB including connecting up, testing and commissioning complete all as specified and as directed.

S & F Miniature Circuit Breaker (MCB) of single pole and current carrying capacity 6 to 32 AMP 240V, 10 KA 'B' curve, fixed in the MCB DB including connecting up, testing and commissioning complete all as specified and as directed.

S & F Energy efficient, Low Noise, Ceiling Fan, 1400mm Sweep, BEE 5 Star Rated, with BLDC Motor, Copper Wound, 350 RPM, with Double Ball Bearing, Conforming to IS - 373, ISI Marked, suitable for operation on Single Phase, 240 Volts, AC, 50Hz, of approved colour including Down Rod, Canopies, 3 Nos. Blades, Shackles, Safety Rope, Hanging Clamps, Bushes and having P.F >0.94, Service Value >6.5, Air Delivery >215 CMM, Power Consumption less than 35 Watt, THD less than 5% with speed control by Electronic Regulator including connecting up with twin core PVC insulated, sheathed flexible copper conductor cable of size 1.5 Sq.mm complete all as specified and as directed.

S & F Exhaust Fan, 300mm Sweep, 1400 RPM, Metal Body, Heavy Duty, with Double Ball Bearing, Conforming to IS - 2312, ISI Marked, suitable for operation on Single Phase, 240 Volts, AC, 50 Hz, including Louvers Shutter/ Grill, BEE 5 Star Rated and of approved colour including connecting up with twin core PVC insulated, sheathed flexible copper conductor cable of size 1.5 Sq.mm complete all as specified and as directed.

S & F Surface & wall mounted Energy efficient LED Tube Light Fitting, of not less than 1800 Lumens output, 5700 K of cool white, with extruded aluminium / CRCA housing and robust construction with necessary acrylic diffuser & integrated electronic driver, all accessories internally prewired and connecting up with twin core PVC insulated, sheathed flexible copper conductor cable of size 1.5 Sq.mm complete all as specified and as directed. Note: Light fitting shall be of PF>0.95

S & F Energy efficient & Long life Street Light Luminaire of not less than 3000 Lumens output, 5700 K with Pressure Die Cast Aluminium Housing, IP66 protection, heat resistant glass cover, high power COB LED's as light source, electronic driver including GI Bracket made out of 32 mm bore GI Tube, Medium Grade of size not exceeding 1.50 m in length and bent to shape required and fixed with 2 Nos of Pole fitting Clamps made out of MS Flat of size 50 X 6mm, bolts, nuts, washers and painting with two coats of aluminium paint over a coat of primer red oxide zinc chrome primer and connecting up with three core PVC insulated, sheathed flexible copper conductor cable of size 1.5 Sq.mm complete all as specified and as directed. Note: Light fitting shall be of PF>0.95

Supplying of approved Culture & Catalyst in powder form suitable for Sewage Treatment Plant with Soil Bio-Technology of IIT Mubai Patented with US Patent No. 6890438 B2 dated 10 May 2005 and 7604742 B2 dated 20 Oct 2009 and Indian Patent No. 203744 & 2034425 including filling and supervision as per the directions of Specialist technonogy provider all as specified and as directed.

Supplying of approved burnt clay bricks, broken into 2 pieces [1/2 brick size], powder free, as in Bio Media including filling as per the directions of Specialist technonogy provider all as specified and as directed.

Supplying of approved Rubble stone/ stone boulders of grade 150-200mm, powder free as in under drain including filling as per the directions of Specialist technonogy provider all as specified and as directed.

Supplying of approved laterite stone grits of grade 8-12mm, powder free, as in additive including filling as per the directions of Specialist technonogy provider all as specified and as directed.

Supplying of approved Jute rolls, non-woven structure from jute fibre, needle punched, 100 GSM, as in filter including laying as per the directions of Specialist technonogy provider all as specified and as directed.

S & F Stop Valves, 20 mm bore dia of pipe, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions etc. complete all as specified and as directed.

S & F 20mm dia Garden Sprinkler Valve with nozzle, Swivel type, Brass Body, ISI marked, screwed both ends for iron pipe complete all as specified and as directed.

S & F 20mm thick PVC/ Rubber Water Bars/ Stoppers, 15cm wide, provided in every horizontal joints of RCC walls while casting of concrete complete all as specified and as directed.

S & F Double Post Notice Boards consisting of Angle iron posts of size 25mm x 25mm x 3mm, conforming to Fe-290 [Grade E-165], 0.6m height out of which 0.2 metre is embedded in PCC below ground level, Notice board with MS Sheet 3mm thick of size 450mm x 300mm fitted at top of post, and base of post fitted with MS plate 100 X 100 X 3mm thick, embedded in PCC 1:2:4, Type A1 [using 20mm graded stone aggregate] of size 150 X 150 X 200mm, including necessary excavation and earthwork in any type of soil and removal of soil upto 50 metre, applying two coats of synthetic enamel black colour paint over one coat of zinc chrome primer on all exposed steel surfaces and writing the information "SEWAGE TREATED WATER NOT FOR DRINKING" in 3 languages [English, Hindi & Telugu] on front side of board with white colour synthetic enamel paint complete all as specified and as directed. Note: Rate Quoted shall be deemed to include Excavation & Earth work, MS Posts, MS Sheet, painting, lettering, concrete, etc. all as specified and as directed.

Supplying, planting and developing of Carpet Grass including necessary earthwork excavation to a depth not exceeding 30cm in any type of soil, removing the Weeds, Roots and Vegetation, filling of Good Earth [Without Moorum content] and having suitable pH and EC as recommended for Saline Water conditions [3 Parts], Manure such as Cow Dung, Vermi-Compost, Polydol Dust Neem Cake and Organic Manure etc. [1 Part] and watering etc. and applying Soil Pesticide, transplanting of Carpet Grass including cost of Good Earth, Manure, Pesticides, Grass etc. complete all as specified.

Supplying, planting and developing of Ashoka Plant [height of plant not less than 1.20m above ground level and of age 6 Months] with proportional girth, evergreen species including preparation of ground up to 0.45m deep and of size 450 X 450mm and filling of Good Earth [Without Moorum content] and having suitable pH and EC as recommended for Saline Water conditions [3 Parts], Manure such as Cow Dung, Vermi-Compost, Polydol Dust Neem Cake and Organic Manure etc. [1 Part] and watering etc. complete all as specified and as directed.

Supplying, planting and developing of Gulmohar Plant [height of plant not less than 1.20m above ground level and of age 6 Months] with proportional girth, evergreen species including preparation of ground up to 0.45m deep and of size 450 X 450mm and filling of Good Earth [Without Moorum content] and having suitable pH and EC as recommended for Saline Water conditions [3 Parts], Manure such as Cow Dung, Vermi-Compost, Polydol Dust Neem Cake and Organic Manure etc. [1 Part] and watering etc. complete all as specified and as directed.

Supplying, planting and developing of Jamun Plant [height of plant not less than 1.20m above ground level and of age 6 Months] with proportional girth, evergreen species including preparation of ground up to 0.45m deep and of size 450 X 450mm and filling of Good Earth [Without Moorum content] and having suitable pH and EC as recommended for Saline Water conditions [3 Parts], Manure such as Cow Dung, Vermi-Compost, Polydol Dust Neem Cake and Organic Manure etc. [1 Part] and watering etc. complete all as specified and as directed.

Notes for Serial Item No. 132, 133, 134 & 135: [a] Good Earth shall be well sieved to pass 90% through IS sieve of 10mm size, free from stone rubbish like lumps, stones and other foreign materials suitable for gardening. The soil shall be fresh from quarry. The colour of soil generally be red and as directed by Engineer-in-Charge. [b] Manure shall be well decayed, well dried, well powdered, without clabs and free from stones, dried grass and rubbish materials. The colour of manure shall be black and shall be screened at site using IS designation 4.75 Sieve. [c] Rate quoted is deemed to be including the cost of Removal of excavated material [Soil] to a distance exceeding 250m and not exceeding 500 m and depositing where directed at a level not exceeding 1.5 m complete all as specified and as directed.

PHASE – II

[Schedule "A" Part – II]

Maintenance of Arboriculture Works during first year of the Defect Liability Period after successful Completion of work under Phase – I

Maintenance of Arboriculture / Plants / Grass as provided under Serial Item No. 132, 133, 134 & 135 of BoQ by weeding, hosing, saucer melding once in every 15 days, planting new Plants / Grass in place of dead Plants / Grass of same species and height with out any extra cost to the department and as directed complete during Defect Liability Period complete all as specified and as directed. Note: Rate quoted shall be deemed to include for all labour, materials, tools & plants and regular watering, using sprinklers, including supply and spreading / spraying organic manure, chemical fertilisers, pesticides to the required extent complete all as specified.

Outsourcing of Services for Operation and maintenance of Sewage Treatment Plant as provided under this contract under Schedule "A" Part – I for FIVE YEARS [i.e. 60 Months] after successful Completion of work under Phase – I

Outsourcing of services for operation and maintenance of Sewage Treatment Plant of capacity 200 Cu.m / Day installed at NCB[V] NOFRA, Visakhapatnam as provided under this contract under Schedule 'A' Part-I, during First Year after successful Completion of work under Phase – I complete by providing services of One Skilled Technician/ Operator [ITI Qualified] [FGM] with 3 years relevant experience and trained in Operation and Maintenance of Sewage Treatment Plant, in one shift [General Shift] of 08 Hours per day including Sundays and Holidays including maintaining conveyance and communication system like mobile phone etc. and minor consumables and expandable items, tools for smooth and efficient operation of Sewage Treatment Plant to the entire satisfaction of users / department complete all as specified and as directed by Engineer-in-Charge. Note: The rate quoted shall be deemed to include the following services also:- [a] To take care of housekeeping, kepping the area up to 20m all around installation aboslutely neat and clean and free from vegetation for environmental cleanliness. [b] To maintain all installations provided under this contract as per IE Rules / Standard Engineering Practice and maintenance of Installation Log Books and Maintenance Register. [c] Providing proper uniform to the staff employed by contractor as approved by GE. [d] Testing of sewage before fltration and testing of treated water after filtration once in every month including producing the test certificate duly checked by Engineer-in-charge.

All as per Serial Item No. 137 but for Second Year after successful Completion of work under Phase – I complete all as specified and as directed by Engineer-in-Charge.

All as per Serial Item No. 137 but for Third Year after successful Completion of work under Phase – I complete all as specified and as directed by Engineer-in-Charge.

All as per Serial Item No. 137 but for Fourth Year after successful Completion of work under Phase – I complete all as specified and as directed by Engineer-in-Charge.

All as per Serial Item No. 137 but for Fifth Year after successful Completion of work under Phase – I complete all as specified and as directed by Engineer-in-Charge.

Comprehensive Maintenance of Sewage Treatment Plant as provided under Schedule "A" Part – I for TWO YEARS after successful completion of Defect Liability Period:

Comprehensive Maintenance of Sewage Treatment Plant of capacity 200 Cu.m / Day installed at NCB [V] NOFRA, Visakhapatnam alonwith Non clog/ Clear water Pump Sets and connected pipe lines, Control Panels, as provided under this contract under Schedule 'A' Part-I including all consumable materials / chemicals [Chemical such as Sodium Hypo Chlorite, Catalyst and any other chemical as required, Oil and Grease required for operation of the Plant] during FOURTH YEAR after successful Completion of work under Phase – I complete all as specified and as directed by Engineer-in-Charge.

Comprehensive Maintenance of Sewage Treatment Plant of capacity 200 Cu.m / Day installed at NCB [V] NOFRA, Visakhapatnam alonwith Non clog/ Clear water Pump Sets and connected pipe lines, Control Panels, as provided under this contract under Schedule 'A' Part-I including all consumable materials / chemicals [Chemical such as Sodium Hypo Chlorite, Catalyst and any other chemical as required, Oil and Grease required for operation of the Plant] during FIFTH YEAR after successful Completion of work under Phase – I complete all as specified and as directed by Engineer-in-Charge.

Note for Serial Item No. 142 & 143: The quoted rates shall be deemed to include the following operation: [a] Preventive and breakdown maintenance of all the equipment by regular oiling, greasing changing of gland packing, replacement of nuts and bolts etc. during the period of work order. [b] To provide chemicals such as Sodium Hypo Chlorite, Catalyst and any other chemical required, oil and grease required for operation of the plant. [c] To maintain the installations provided under this contract as per IE Rules / Standard Engineering Practice. [d]The Sludge generated by the Sewage Treatment Plant shall be disposed by the contractor as per manufacture's instructions, OEM directives and as per instructions of the Engineer-in-Charge. [e] Spare parts if any, required for Operation / Maintenance of Sewage Treatment Plant during the currency of defect liability period shall not be included in the rate of this item. The cost of spare parts to be replaced for operation maintenance of Sewage Treatment Plant shall be borne by the contractor as per conditions of the contract. [f] Periodical maintenance shall be carried out by the authorised representative of the original equipment manufacture [OEM] of the Sewage Treatment Plant. [g] The Contractor shall be responsible for safe custody of the lab instruments glass work. Shortage, breakage etc. and the cost shall be borne by them during Operation and maintenance. [h Electricity and water for operation of the plant will be supplied by the Department free of Cost.

M/S SRI VENKATA BHAVANI CONSTRUCTIONS