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| 1 | (OHT capacity - 2600 KL, Staging - 21m)Supply of all Materials , Labours ,T&P etc. and Construction of RCC O.H.T of following capacities (In Kiloliters) and 12m. Staging with 1.00m wide RCC staircase from G.L. to balcony and from balcony to Top Dome 1m x 1m RCC landing at suitable locations and railed with 3 rows of 20mm dia. DI. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, top to the floor inside of the tank. M.S. M.H. cover with loacking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, overflow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body, vertical pipe, ladder M.S M.H. cover , ventilator column etc. Complete with approved water proofing ( apex)/ enamal paint, testing, filling water for testing purpose etc. including supply of verticle pipes and specials assuming bearing capacity as 8MT/M2 staging 12.00 meter.Including additional rates for 9 meter staging height beyond 12 m height including cost of all material, labour, suttering, scaffolding T&P complete for following capacity (In Kiloliters) Over Head Tanks. |
| 2 | Supply & Installation commissioning & testing of level transmitters for over head tank (OHT-1) |
| 3 | Rising MainDemolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 4 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 5 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 6 | Dismantling 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 Bituminous road |
| 7 | 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. |
| 8 | Excavation in soil mixed with single boulder etc. requiring the use of special T&P, if any, for pipe line trenches including lift unto 1.5 m and lead unto 50 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth unto 50 m from the center of the trenches. |
| 9 | Providing & laying double chambered ductile iron pipe restained Joint of class K-9 with true to aligment & jointing of full length including supply of packing confirming to IS: 5382-1985 with testing of pipeline complete. |
| 10 | D.I. K-9- 200 mm dia |
| 11 | Providing & laying DI double chambered restained joint specials of class K-12 confirming to IS: 9523-2000. |
| 12 | D.I. K-12- 200 mm dia |
| 13 | 22.5o |
| 14 | Providing & Laying D.I. special of class K-12 suitable for mechanical jointing as per IS:9523-2000 |
| 15 | Upto 600mm dia |
| 16 | Disinfecting C.I./D.I. water mains by flushing with water containing blNos.ing powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory. |
| 17 | 200 mm dia |
| 18 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, spesials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. |
| 19 | C.I. D/F Sluice valves confirming to IS: 14846-2000 (Kirloskar or equivalent)Pressure PN 10 |
| 20 | 200 mm dia |
| 21 | C.I. Air Valve Double Acting |
| 22 | 100 mm dia |
| 23 | Fire Hydrant Valve confirming to IS: 5290 (Flanged) |
| 24 | 80 mm dia |
| 25 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 26 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 27 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 28 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 29 | Supply of all material, labour T&P etc. and provide Nala and Culvert crossing by Pipe line. |
| 30 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For Cement Concrete Pavment: |
| 31 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 32 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 33 | Laying old cement cocrete 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 Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 34 | Providing and laying 60mm thick faciory 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 line sand etc. all complete as per the direction of Engineer-in-charge. |
| 35 | Distribution NetworkDemolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 36 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 37 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 38 | Dismantling 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 Bituminous road |
| 39 | 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. |
| 40 | Excavation in soil mixed with single boulder etc. requiring the use of special T&P, if any, for pipe line trenches including lift unto 1.5 m and lead unto 50 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth unto 50 m from the center of the trenches. |
| 41 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 42 | Supply of HDPE pipe including laying jointing Field testing,commissioning complete at site of HDPE (PE-63/PN-6 grade compound) pipe as per IS 4984 and specifications for water application including all cost of material, labourrequired, transpotation, loading, unloading & stacking etc. |
| 43 | 110mm |
| 44 | 125mm |
| 45 | 140mm |
| 46 | 160mm |
| 47 | 180mm |
| 48 | 200mm |
| 49 | Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally cast (spun) Ductile iron pipes including supply of \\"EPDM\\" rubber gaskets conforming to IS : 5382/1985 with testing of pipe line complete. |
| 50 | D.I. Pipe S&S K-7 conforming to IS: 8329/2000 |
| 51 | 250 mm |
| 52 | 300 mm |
| 53 | 350 mm |
| 54 | 400 mm |
| 55 | 500 mm |
| 56 | Providing & Laying D.I. special of class K-12 suitable for push on jointing as per IS:9523-2001 |
| 57 | Upto 600mm dia |
| 58 | Providing & Laying D.I. special of class K-12 suitable for mechanical jointing as per IS:9523-2000 |
| 59 | Upto 600mm dia |
| 60 | Disinfecting C.I./D.I. water mains by flushing with water containing blNos.ing powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory. |
| 61 | 250 mm dia |
| 62 | 300 mm dia |
| 63 | 350 mm dia |
| 64 | 400 mm dia |
| 65 | 500 mm dia |
| 66 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, spesials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. |
| 67 | C.I. D/F Sluice valves confirming to IS: 14846-2000 (Kirloskar or equivalent) Pressure PN 1.0 |
| 68 | 100 mm dia (Class II) |
| 69 | 150 mm dia (Class II) |
| 70 | 200 mm dia (Class II) |
| 71 | 250 mm dia (Class II) |
| 72 | 300 mm dia (Class II) |
| 73 | 400 mm dia (Class II) |
| 74 | 500 mm dia (Class II) |
| 75 | C.I. Air Valve Double Acting |
| 76 | 80 mm dia (Class II) |
| 77 | Fire Hydrant Valve confirming to IS: 5290 (Flanged) in position including all material, labourer, T&P etc complete. |
| 78 | 80 mm dia |
| 79 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 80 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 81 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 82 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 83 | Supply of all material, labour T&P etc. and provide Nala and Culvert crossing by Pipe line. |
| 84 | Providing, House Service Connection (Single service connection) from Ductile Iron distribution main to property limit, including supply and fixing of brass ferrule conforming to IS:2692 , clamp saddle of non-corrosive Engineering Plastic (Polyethylene) body moulded with Stainless steel threaded metal insert for tapping outlet. The stirrup metal plate shall be duly embedded in the plastic body, except at the place of nut-bolt lugs. Threading size and dimensions shall conform to IS: 554. The design of the saddle body should be such that, the service connection outlet metal insert shall project out towards pipe side and align with the hole drilled on the pipe to ensure positive locking against rocking or creeping on the pipe, as might be caused by vibration, pressure or excessive external loading. Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved).Saddle straps shall be made of Engineering plastic (Polyethylene of PE 100 Grade). Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved). It shall be of type pressure activated hydro-mechanical design. It shall be contoured gasket to provide a positive initial seal, which increases with increase in the line pressure. Gasket shall be gridded mat, with tapered ends, with the outlet section having ring contacting the saddle body multiple rings contacting the pipe, preferably with a Stainless steel reinforcing ring insert moulded to prevent expansion under pressure. Stainless Steel Type 304, NC rolled thread, Tightening torque for ½” (M12) nut-bolt: 14g.m and for 5/8” (M 16) nut-bolt: 21-23 kg.m. Drilling the DI pipeline shall be through the chain and rachet mechanism and the drill hole shall be perpendicular to the axis of the DI pipeline, including supplying and laying MDPE PE 80 PN16 blue pipe as per ISO 4427 upto the property limit of both sides of road including supplying and fixing PP compression fitings such as Metal Insert Female Thread Adaptor with SS304 material (2nos), Double compression elbow with compression on both sides (4 nos) complying to ISO14236-2000 and GI plug-in for closure of ends/GI Pipe with union (heavy duty class) to joint with existing connectiion. All pipes and fittings shall be PN16 rating including transportation, loading and unloading at site, all labour, tools, equipments etc. including cutting of road surface, earthwork, refilling and restoration of cut road surfaces with 100mm thick PCC M15(1:2:4) complete in all respect including connecting new house service pipeline to existing/new legal house connection after commissioning the distribution pipeline as per the drawing and as directed by the Engineer-incharge. |
| 85 | 80,100,150, 200mm GI/DI Pipex15mm setup-Domestic |
| 86 | P/F AMR Water Meter Class B Multijet as per IS 779-1994 of ISO 4064-2005 CE mark IP68 along with - (i) LORA based AMR Module of 5 Km range and with frequency band 865 MHz, maximum power upto 20.5 DBM. (ii) Non rechargeable Lithium Ion Battery with 5 year Battery life (Considering 1 reading / day) |
| 87 | 15 mm |
| 88 | SITC of Fixed Network Gateway with Omni Antennas for best connectivity to the water meter AMR. 4G / LAN / Wi-Fi setup required for sending data to server range upto 5 km. etc complete. |
| 89 | SITC of Simple and User Friendly AMR Software interface for viewing Nos. water meter data for water consumption status, battery consumption status and meter working status etc complete. |
| 90 | Annual Cloud Server charges per water meter. |
| 91 | Providing & Fixing Woltman type Bulk Water Meter In line type, flange end with Integral mounted display and all necessary fittings etc complete. |
| 92 | 500 mm |
| 93 | Providing & Fixing Ultrasonic Water Flow Meter for Bulk pipe lines in line type, flange end with Integral mounted, Flow rate & Totaliser display, Battery operated (with five years battery life) Communication : UART / RS485, suitable against antifraud attempts etc. including all necessary fittings complete. |
| 94 | 500 mm |
| 95 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For Cement Concrete Pavment: |
| 96 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 97 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 98 | Laying old cement cocrete 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 Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 99 | Providing and laying 60mm thick faciory 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 line sand etc. all complete as per the direction of Engineer-in-charge. |
| 100 | PUMP HOUSE, WITH ATTENDANT ROOMEarth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting o |
| 101 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 102 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level |
| 103 | 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 104 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shutterin |
| 105 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.T.M.T |
| 106 | Centring and shuttering including strutting,ropping etc. and removal of form for |
| 107 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 108 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 109 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 110 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick |
| 111 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: |
| 112 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 113 | 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand). |
| 114 | Providing and laying in position cement concrete of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) grade. - Apron. |
| 115 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 116 | Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. - New work (Two or more coat ) |
| 117 | Finishing walls with exterior paint of required shade - 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). |
| 118 | Chequered terrazzo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand). - Medium shade pigment using 50% white cement, 50% ordinary cement |
| 119 | 62 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is mixed @ 2 litre per 50 kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 120 | Providing and fixing to existing door frames - 24 mm thick factory made PVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides. The styles and rails mitered and joined at the corners by means of M.S. galvanized/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanized M.S. tube of size 20x20 mm and 1 mm ± 0.1 mm wall thickness. The lock rail made up of ’H’ section, a UPVC hollow section of size 100x24 mm and 2 mm ± 0.2 mm wall thickness fixed to the shutter styles by means of plastic/galvanized M.S. ‘U’ cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ± 0.1 mm wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanized M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). |
| 121 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. - Using M.S. angels 40x40x6 mm for diagonal braces. |
| 122 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. for window, ventilator and similar works. use angle, square bar, etc |
| 123 | Providing & fixing glass panes with putty and glazing clips in steel windows & ventilator all complete. With 4.0 mm thick glass panes. |
| 124 | Providing & fixing fly proof wire gauze to windows and ventilator with M.S. Flat 15x3 m and nuts & bolts complete. - Galvanized M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides. |
| 125 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. - ISMB 300 x 140 |
| 126 | Painting Steel work(doors, windows, etc.) with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture. |
| 127 | Water supply & sanitary installations :-Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. for external works. |
| 128 | 25 mm dia nominal bore |
| 129 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. for internal works. |
| 130 | 20 mm dia nominal bore |
| 131 | Providing and fixing brass bib cock of approved quality. |
| 132 | 15 mm nominal bore |
| 133 | 20 mm nominal bore |
| 134 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet. |
| 135 | 150 mm diameter |
| 136 | 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, with 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. |
| 137 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 138 | 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. |
| 139 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 140 | Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required. Kitchen sink with drain board |
| 141 | 510x1040 mm bowl depth 200 mm |
| 142 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 143 | Circular tank |
| 144 | Excavation of earth below G.L. by manually or by mechanical means for laying of Sewers, Manholes, Gully pits, Chambers etc. in soil including extra excavation below inverts, trimming and dressing of sides, leveling and back filling of trenches by excavated earth in 20cm layers, watering and ramming the same including removal of surplus earth or other dismantled material upto a distance of 50 meters from the centre of trenches and cleaning of sites properly after completion of the work. Excavation by mechanical means shall be restricted upto 90 cm above invert levels at every point of excavation. Excavation from invert levels to 90cm above shall be done manually only. |
| 145 | Soil mixed with moorum, shingle & kankar etc. using of any specials, T&P, if required. (95% of relevant quantity) |
| 146 | 0.00m to 1.50m B.G.L. |
| 147 | Supply & Laying-Jointing of following dia R.C.C. S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with rubber gaskets and with necessary spun yarn soaked in bitumen jointing with 1:2 cement mortar in coarse sand including cost of all jointing materials and testing etc. complete but excluding excavation and back filling of trenches upto ground level. (Class - NP3) |
| 148 | 150mm dia |
| 149 | 0.00m to 1.50m B.G.L. |
| 150 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 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. |
| 151 | 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) |
| 152 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 153 | BOUNDARY WALLEarth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 154 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size. |
| 155 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 156 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). |
| 157 | Brick work with F.P.S. bricks of class designation 75 in superstructure Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 158 | Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in Cement mortar 1:4 (1 cement :4 coarse sand) |
| 159 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 160 | 12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand) |
| 161 | Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. |
| 162 | Fencing with angle iron post placed at required distance embedded incement 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 01/05/2012 - 1horizontal wires, of barbed wire 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.With G.I. barbed wire 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 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. With G.I. barbed wire. |
| 163 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 164 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 165 | Provision of U-Drain along with Boundary Wall withbrick masonry including supply of all materials, labour, T&P etc. complete |
| 166 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 167 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 168 | Supply & Laying - Jointing of following dia. R.C.C. S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with rubber gaskets and with necessary spun yarn soaked in bitumen jointing with 1:2 cement mortar in coarse sand including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level. R.C.C. S&S Non Pressure Pipe class Conforming To IS : 458-2003 |
| 169 | 250 mm dia Class - NP2 |
| 170 | Provision of V-Notch or wash out chamber with brick masonry including supply of all materials, labour, T&P etc. complete |
| 171 | ELECRICAL & MECHANICAL WORKSTransportation of Rig Machine, Air compressor O.P unit camp equipages, connected T&P & necessary material required for drilling up to site of work, including loading, unloading etc. complete. |
| 172 | Erection and Leveling of Rig Machine at site of work |
| 173 | Dismantling of Rig Machine & Clearance of site after satisfactory completion of work. |
| 174 | Drilling of borehole (with final bore dia minimum 600 mm) from GL to 170 mtr. BGL |
| 175 | Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Plain pipe |
| 176 | Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Slotted pipe |
| 177 | Supply and fixing of 300 mm dia, 8 mm thick tubewell cap. |
| 178 | Supply and fixing of 300 mm dia M.S.D.I housing clamp and girder. |
| 179 | 300 mm dia Bail plug with nut & U- bolt as required. |
| 180 | Supply and shrouding of Pea gravel |
| 181 | Development of tubewell by 350 PSI/1100 CFM Air compressor unit to the satisfaction of Engineer in charge to give a sand free discharge & Proper packing of pea gravel. |
| 182 | Development of tubewell by the suitable capacity O.P unit. complete with lowering and lifting of pumping plant. |
| 183 | Chemical & bacteriological testing of water sample |
| 184 | Geohydrological resistivity survey of site |
| 185 | Submersible pump-set of 1300 lpm cold and clear water against a total head of 100 Mt with motor of suitable capacity to operate on 415±10% Volts, 3 Phase, 50 C/S A.C. Supply complete.(one No.as spare) |
| 186 | Supply and Installation of wall mounting Starter cum panel (75 HP) for above submersible motor for operation on 400 volts+/-10%,3 phase, 50 c/s AC supply complete with Cu bus bar, internal interconnection and comprising of star-delta,over load and under load and under voltage protection,Ampere meter, Volt meter operated with selector switch & CT, LT power capacitor, single phase preventor, indicating lamp, door switch with complete internal connection by copper wire with combinable polycorbonate insulated material suitable for shock proof, rust proof corrossion proof material and class-II safe IP 65. |
| 187 | Supply of 25 Sq. mm PVC insulated 3- core submersible cable. |
| 188 | MCCB 160 Amp. with enclosure box with combinable polycorbonate insulated material suitable for shock proof, rust proof corrossion proof material and class-II safe IP 65. |
| 189 | Supply of jointing material such as lugs, tapes etc. |
| 190 | Double loop earthing with GI earth plate 600 mm x 600 mm x 6 mm including accessories, and providing masonry enclosure with providing and fixing 25 mm x 5 mm GI strip on surface or in recess for connections with charcoal, salt as required for pumping plant equipments (02 Nos.),servo voltage stablizer ( 02 Nos.),seperate for neutral at MCCB ( 01 No.) . (Earth resistance value shold be less than 1.0 ohm, a certificate regarding this issues by A/B class register in shafty Department should be submitted after completion of earthing) |
| 191 | 150 mm dia MS column pipe assembly having thickness 7.1 mm both ends threaded duly socketed / flanged etc. complete. |
| 192 | 150 mm dia C.I. D/F sluice valve with hand wheel PN-1.0 |
| 193 | 150 mm dia C.I. D/F Reflux valve PN-1.0 |
| 194 | Specials (M.S.D.F. bend 90º × 150 mm dia - 04 nos, 150 mm dia M.S.D.F. distance piece 2 mtrs. length - 1 No., 150 mm × 150 mm × 150 mm M.S.A.F.Tee - 2 No., Ventury (150 x 65 mm) - 1 No., 150 mm dia MS DI clamp heavy duty - 02 Set., M.S.cover (600 x 600 mm) with MS girder -2 Sets., Nuts, bolts, rubber / fiber packing for jointing above pipes & specials - 1 set.) |
| 195 | Supply of 100 mm dial pressure gauge with control cock and fittings of range 0-20 kg/cm2 - 1 No. |
| 196 | Supply of following tools required for maintenance of pumping plants.( D/E spanner set of 12 pcs. 6x7 mm to 30x32 mm. -1 Set. Ring spanner set of 12 pcs. 6x7mm to30x32 mm. -1 Set., Screw drivers - 2 Nos., Combination plier size 200mm P.V.C. Insulated sleeves to worth-stand.- 1 No. Ball pan hammer with handle 2 lbs- 1 No., Pipe wrench 14\\" - 1 No., Screw wrench - 1 No..Heavy duty Chain wrench solid handle suitable for 150mm dia. - 2Nos..) |
| 197 | Supply of chain pulley block of 5 tonne capacity 4.5 mtrs. lift complete with travelling trolley. |
| 198 | Supply of class-B, rubber resistance sheet suitable for 11 KV as per IS 15652 : (2006) |
| 199 | SITC of automatic chlorinating dosing system with dosing pump 0-6 LPH and working pressure 8 Kg per sq.cm , system should be capable to transfer data from site to MCS/LCS ( 1 W+1S) |
| 200 | Injector and NRV with PVC pipes etc. |
| 201 | 200 Ltr.Capacity PVC tank. |
| 202 | Starter cum panel |
| 203 | Single phase automatic stabilizer |
| 204 | Chlorine testing kit |
| 205 | Supply of Sodium hypo-chloride (Naocl) solution. |
| 206 | Testing of pumping plants against guaranteed figures of Schedule 'E' at site |
| 207 | Painting of entire installation with 2 coats of super enamel paint as per direction of Engineer-In-Charge of works. |
| 208 | SITC of 3 phase rolling contact Servo voltage Stabliser indoor type (voltage range 280-460 V) 125 KVA |
| 209 | Supply & Laying of cable 50 sq. mm Al. conductor 3.5 core armoured cable. |
| 210 | Intelligent GSM/GPRS based Remote Terminal Units integrated with 7” HMI to store and transmit data on GSM/GPRS backbone with Industrical type UPS of suitable capacity for control supply of automation |
| 211 | GSM/GPRS based wireless Communication system for iRTU/PLC capable to transfer data from remote sites to MCS/LMS. |
| 212 | IOT based Intelligent Energy meter for measuring all electrical parameters such as KWH / KVAH (positive /negative), PF, Hz, P etc. with three phase current and voltage imbalance and HMI / software keypads. |
| 213 | Isolation Transformer (440V step down 220V for protection of site automation hardware) |
| 214 | Auto phase reversal unit for auto phase correction. (upto 60 hp) |
| 215 | Pressure transmitter |
| 216 | Electronic flow meter up to 150 mm size |
| 217 | Valve actuators (150 mm size) |
| 218 | Actuator panels. |
| 219 | Hard wired timer circuit for actuators |
| 220 | Level sensor for OHT/Sump (capacitance type) |
| 221 | Signal cabling between RTU's and field instruments 2 pair ×1.5 PVC coated flexible screens cable. |
| 222 | 4 C x 1.5 sq mm PVC Coated flexible unscreened cable. |
| 223 | 10 C x 1.5 sq mm PVC Coated flexible unscreened cable. |
| 224 | Power cable for 3 ph actuators 4 c x 2.5 sq mm. cu power cable. |
| 225 | Conduit Pipe 1\\" (PVC) |
| 226 | Conduit Pipe 1.5\\" (PVC) |
| 227 | Accessories like AC relays,DC flexible & pipe,lugs etc. |
| 228 | Online Voltage surge protection device |
| 229 | Customization of software & Integration with existing SCADA Station |
| 230 | Erection, Commissioning & Customization of i- RTU/ PLC & software seperate GI earthing for automation pannels (Earth plate 600 x 600 x 6 mm & GI strip of size 25 mm x 5 mm with all accessories as per IE rule) . |
| 231 | Erection,Testing. commissioning & Integration of Flow Meter with clamps & complete accessories. with SCADA Station . |
| 232 | Erection,Testing. commissioning & Integration of Actuater with clamps & complete accessories. with SCADA Station. |
| 233 | Erection,Testing. commissioning & Integration of pressure sensor with complete accessories. with SCADA Station. |
| 234 | Wiring for light point, fan point etc. with 1.5 sq mm FR PVC insulated copper conductor single core cable in surface PVC conduit with piano type switch, phenolic laminated sheet, suitable size GI box, with earth wire of 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required. |
| 235 | Wiring for circuit/submain alongwith earth wire with the 2x2.5 sq. mm + 1x2.5 sq. mm earth wire of FR PVC insulated copper conductor single core cable in surface PVC conduit as required. |
| 236 | Wiring for circuit/submain alongwith earth wire with the 2x4 sq. mm + 1x4 sq. mm earth wire of FR PVC insulated copper conductor single core cable in surface PVC conduit as required. |
| 237 | Supply and fixing of metal box of 180 mmx100mmx160 mm deep on surface with suitable size phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 amp and 15x16 amp socket outlet and 15/16 amp piano type switch, connections, painting etc as required. |
| 238 | Supply and fixing of 6 Way double door S.P.N. sheet steel, MCB DB, 240 V on surface complete with copper bus bar, neutral bus bar, earth bar, inter connections including earthing etc as required. (But without MCB/ RCCB/Isolator) |
| 239 | Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C serious MCB suitable for inductive load of following pole in the existing MCB DB complete with connection, testing etc as required. |
| 240 | Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required. |
| 241 | Supply and fixing of 20 W LED tubelight complete in all respect (Bajaj / Philips / Equivalent make) |
| 242 | Supply in fixing of LED external lighting luminaires with mounting bracket etc. complete. |
| 243 | Trial & Testing of Pumping plant with automation for a period of 3 months including cost of all consumables excluding electricity |
| 244 | Operation & maintenance of all electro-mechanical works for a period of six months including chaukidar in each pump house after trial & testing period excluding electricity. |
| 245 | Unforseen items such as caution board, danger plate,rubber gloves,rubber shoes, GI earthing for internal/ External electrification pump houses separately (Earth plate 600 x 600 x 6 mm & GI strip of size 25 mm x 5 mm with all accessories as per IE rule) , CCTV camera (02 Nos.for each TW with 2 MP, IP dome CCTV colour night vision, Dline 2 port POE switch full Giga, D link connector PVC box, complete wireless communication setup and 128 GB memory card,and fencing of sevo voltage stablizer and double pole structure with inspection by Electrical inspector etc. complete as per directions of Engineer- in- charge. Please Enable Macros to View BoQ information |
