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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil |
| 2 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed: Ordinary Rock Above 1.5 m and upto 3.0 m |
| 3 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed: Ordinary Rock Above 3.0 m and upto 4.50 m |
| 4 | Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering.M15 grade Nominal Mix |
| 5 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix |
| 6 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix |
| 7 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 8 | P & F M.S. Foot Rests in with C.M.,1:3, standard design in 20mm square M.S. bar 50 mm embedded in wall & 10 cms. projected out complete. |
| 9 | Providing and fixing steel gate, grating , and grills made ofangles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and abrication with priming coat of red oxide |
| 10 | Providing and Fixing Unplasticized Poly Vinyl Chloride(UPVC) SWR Pipes Type B for sciland waste dischargesystem (IS:13592 : 1992 Marked) of approved quality /make 110 mm dia |
| 11 | Providing and Fixing Unplasticized Poly Vinyl Chloride(UPVC) SWR Pipes fittings type B for sciland waste dischargesystem (IS:13592 : 1992 Marked) of approved quality /make Single Tee 110mm dia |
| 12 | FOR BIO REACTOR Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)pipes (IS 15778 : 2007 code) having thermal stability for hot& cold water supply including all CPVC plain & brassthreaded fittings, this included jointing of pipes & fittings withone step CPVC solvent cement , trenching refilling & testingof joints complete as per direction of Engineer in Charge.(External work). |
| 13 | 75 mm nominal size |
| 14 | 40 mm nominal size |
| 15 | P & F Full-way Valve (IS:778 Mark) or wheel valve ofapproved make : |
| 16 | Gun-metal 80mm nominal bore. |
| 17 | Gun-metal 50mm nominal bore. |
| 18 | Supplying and Fixing of PN 16 Flanged sluice valve with non rising spindle, bronze /gun metal seat confirming to IS:14846 complete with 2 no. Matching Flanges (Minimum 16 mm thick), nuts, bolts, washers, gaskets, etc as required of following sizes. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . Sluice valve PN-1 For BR - 200 mm dia. |
| 19 | Mechanised cleaning of storage tanks comprises of following6 stage as mentioned below :(i) Mechanical dewatering(ii) Desalting removal of leftover dirty water and sludge withsludge pump(iii) Cleaning of wall, ceiling and floor by high pressure water jetwith help of equipments which creates a pressure of 100-150bar(iv) Removal of remaing sludge from floor with the help ofindustrial vacum cleaner. (v) Spraying of non toxic, bio degradable ecofriendly andbacterial agent certified by a govt approved laborary todisinfect the tank from all harmfull pathogens. The doseshould be safe as per the UECD guidelines & 23 adopted on17 th december 2001.(vi) Treatment of inside tank by exposing UV radiation to killfurther suspended or floating bacteria if any Above 1000 ltr. |
| 20 | Providing, supplying and placing Bio media as specified and directed by technology provider including all labour, material, loading, unloading, transportation, upto 250 Km. lead, placing the bio media in bio reactor including all taxes and duties such as royalty…etc. complete |
| 21 | 20-40 mm Under Drain Materials |
| 22 | 40 mm Hard murum selected Bio Media |
| 23 | 20-40 mm selected materials Bio Media |
| 24 | 12-20 mm materials Bio Media |
| 25 | 6 mm Geological Gritt |
| 26 | Providing and fixing Jute Kanthan (Tarat) screen to the scaffolding for external guniting as directed including removing the work is over etc. complete For Bio Reactor |
| 27 | Providing & supplying Biomedia materials for mounds as a garden soils For BR |
| 28 | Digging pits in ordinary soil and refilling the same with the excavated earth mixed with manure in the ratio of 2:1 by volume ( 2parts of stacked volume of earth after reduction by 20% 1 part of stacked volume of manure after reduction by 8%) flooding wit |
| 29 | Planting of annual saplings watering in the bed with watering of group plantation in bed |
| 30 | Provision for Supply of Culture & Catalyst as per instruction from Technology Provider as Lumps sum item |
| 31 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 32 | Brick work in plain arches in super structure upto five storeyin cement mortar 1 : 3 including centering and shutteringcomplete span upto 6 Mtr. with Brick of class designation 75. |
| 33 | Half brick masonry in Superstructure , above plinth level uptofloor V level using bricks of designation 75Cement mortar 1 : 3 |
| 34 | Pointing on stone masonry in cement sand mortar 1:3 (1cement : 3 sand) :Raised and cut pointing |
| 35 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :20mm thick |
| 36 | Finishing walls with Acrylic Smooth exterior paint of requiredshade including all scaffolding.New work (Two or more coat applied @ 1.67 ltr/10 sqm overand including base coat of water proofing cement paint applied@ 2.20 kg/ 10 sqm ). |
| 37 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect |
| 38 | Providing and fixing 1mm thick M.S. sheet sliding-shutterswith frame & diagonals braces of 40 x 40 x 6mm. angle iron 3mm M.S. gusset plates at the junction and corners, 25mm dia pulley 40x40x6mm angle and T-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer. |
| 39 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. Of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : Partly fixed and partly openable [ fixed area not to exceed33%] |
| 40 | Fine grinded Gangsaw cut 30-35 mm thick stone flooring over 20 mm (average) thick base of cement mortar 1:4 (1 cement :4 coarse sand) jointed grey cement slurry mixed with pigment to match the shade of stone complete as per design drawing and instruction of EI. Red sand stone (Karauli stone) |
| 41 | Supplying and fixing rolling shutters of approved make, made of 80 x 1.25mm. M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3cm. long wire springs grade No. 2 and M.S. top cover 1.25mm thick for rolling shutters as per design & IS 6248- 1979. (Clear openable area to be measured for payment). |
| 42 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 43 | Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth workin excavation etc. complete with chain link size.50mm x 50mm x 3.15mm |
| 44 | Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete :300 mm dia RCC Np2 pipe |
| 45 | Providing & Fixing of ISO Certified company made lightning conductor finial as per PWD specification for electrical Works as per IS 2309-1989 made out of 25 mm dia.,300 mm long copper solid rod having single prong at top with 85 mm dia., 3 mm thick copper base plate including holes etc. complete as required. All as per pre approved by Engineer in charge. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annex ure \\"A\\" attached with this BSR . |
| 46 | Providing and fixing of Aluminium housing body self containedRechargeable LED Emergency Light with required content and Size Approx. 300 mm x 180 mm, confirming to IS:9583 :1981with Ni-Mh / Ni - Cd Battery, 3 Hrs Back Up, Constant Current Charger, Input Voltage 230 V , 50 Hz including fixing on wall, door, ceiling etc. with proper clamps, hangers, cleats, anchor fastners etc. complete in all respects required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . Double sided signage |
| 47 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 48 | Carriage of materials -Disposing of excavated material from solid upto 5 Km etc. complete. as directed by Engineer in charge |
| 49 | Electo-Mechanical Work PART 2 |
| 50 | SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011 with required accessories including making connection suitable for Bore well. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 100 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively. |
| 51 | 2.0 HP, 1-Ø, (7- 95)Mtr, (55-22) LPM |
| 52 | 5.0 HP, 1-Ø, (56 - 236)Mtr, (90 - 25) LPM Copper wound |
| 53 | Providing Erecting and Commissioning C.I.Pipes and specials to be provided on delivery side of pump etc complete. |
| 54 | a) flanged C.I. standard specials upto 300 mm dia(heavy class) |
| 55 | b) M.S. Specials |
| 56 | c) Providing fabricating erecting M.S.Flanges sleep on type |
| 57 | Providing, supplying at site of work and lowering laying jointing of C.I. Pipes, specials including all taxes, material, labour etc complete. 100 mm diam C.I. Pipes |
| 58 | Supplying and Fixing of PN 16 Cast Iron Dual Plate Wafer Type Check Valve / Non return valve with SS / Bronze flap complete with 2 no. Matching Flanges (Minimum 16 mm thick), nuts, bolts, washers, gaskets, etc as required of following sizes. All as per pre approved by Engineer in charge. For additionaltechnical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 80 mm dia |
| 59 | Supplying and Fixing of PN 16 Flanged sluice valve with non rising spindle, bronze /gun metal seat confirming to IS:14846 complete with 2 no. Matching Flanges (Minimum 16 mm thick), nuts, bolts, washers, gaskets, etc as required of following sizes. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 80 mm dia |
| 60 | Providing and fixing 20/25 mm dia. (PN - 1.6, Type-S1, Flanged, ISI marked) air release valve confirming to IS - 14845 : 2000 with Double Flange isolating valve (pressure rating PN 1.6) complete with 1 no. Matching Flanges (Minimum 10 mm thick), nuts, bolts, washers, gaskets etc as required. All as per pre approved by Engineer in charge. For additional technical parametersof products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 61 | SITC of IP-42 and general construction confirming to IEC 61439-1&2. type tested assembly (TTA) wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel as specifications and Other parameters required as per point (a) ,(b), (c),(d), (e), (f), (g), (h) as below:- (a) Panel having short circuit withstand capacity of minimum of 50 kA for 1s (Icw rating) at 415 V, 50 HZ AC supply, Rated Impulse withstand voltage (Uimp) of 12kV for withstanding against transient Overvoltages, mechanical impact level of IK10 level and internal arc for 50kA for 0.3 second with aluminum busbar and fully type tested at an Independent Laboratory, Type test certifacte has to be submitted for all rating of LV Switchgear to be used in Panel.(b) All four Horizontal Busbars shall be in same compartment. Certified design of switchboards shall be proven design from OEM (Switchgear Manufacturer). OEM name should be mentioned on top of each column of switchboard. Also, OEM Partnership Certificate shall be furnished by Panel builder. Panel shall befabricated with a double door arrangement. Front Door shall be fitted with transparent Glass to allow maintenance staff to visually access device status, meter readings, indicating lamp status without opening the door. © Panels and cubicles shall be fabricated with CRCA Sheet Steel of thickness, same as as per OEM Design. Sheet Steel having vibration free structure chemically treated with nine tank process before painting for surface treatment and powder coated, with suitable electrolytic grade high conductivity Aluminium busbarextensible type, busbar supports, ( Cost of Bus bar / Flexible wire for Interconnection between Main busbar and Switchgear is to be Paid Extra )(d)Wiring between components within switchgear and Incoming / outgoing cable shall be done through the terminal block only. Direct connection shall not bepermitted. Each terminal block shall be one piece moulded, barrier type, 650 volt grade, complete with washers, heads, studs with two nuts and identification stripsand shall have adequate continuous current rating. For tap-offs, adjacent terminals with shorting strips shall be used. 10% Spare terminal blocks shall beprovided. Wire identification on marking strip shall correspond to the designation of the wiring diagrams. All wire terminals on the equipment shall also be markedwith designation corresponding to those of the wiring diagram.(e)All wiring shall be enclosed in plastic channels and neatly bunched and closed in metering chamber, Wiring between terminals of various devices shall be ‘pointto point’ (no wire splitting or tee connections) with wires neatly trucked along the back of the panels, adequately supported to prevent sagging. (f)Floor mounted panel shall be mounted on Base frame of ISMC channel size 100 x 50 x 5 mm ( to be paid Extra )(g) Tests: The insulation resistance (with 1000 V Megger) and High voltage Power frequency test (by applying a voltage of 2.5KV for one minute) shall be measuredbetween phases, between phase and neutral and between phase and earth. both before and after high voltage power frequency test. The insulation resistance shallnot be less than three megaohm. CT Secondary current injection test and Heatrun test(type test) shall also be carried out.(h) only outer surface area on all sides shall be measured & panel to be fabricated only from Switchgear OEM approved fabricators only. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 62 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4-Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 11.1.1 |
| 63 | 16 Sq. mm x 4 Core |
| 64 | 4 Sq. mm x 3 Core |
| 65 | Plate Earthing as per IS:3043 with Hot dipped G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 66 | Supply & Laying following size earth wire in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection with GI/Cu purity purity >95% thimble etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .6 SWG tinned copper Wire |
| 67 | Providing & fixing Stainless Steel pressure gauge with dial of 150 mm dia size and range 0 to 20 kg/sq.cm with 3 / 8 \\" BSP bottom entry , Ball valve , SS Syphon tube all fittings etc, duly calibrated before installation in MKS and FPS units, Accuracy Level +/- 1% including Making Drilling in Existing MS Pipe Etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 68 | Water Level Indicator :-Water level indicator float switch at diff levels to operate various combination of pumps as perspecifications. |
| 69 | Sodium Hypochlorite Dosing System :-Providing Supplying , erecting & Commissioning of Sodium Hypochlorite Dosing System for Disinfection ,Consisting of 2 Nos Dosing Pump ,1 Nos Tank , Complete Skid as per detailed specification |
| 70 | Electrification :- Providing, internal as well as external electrification to the plant as directed by Engineer - in - charge . |
| 71 | Tools :- Providing tools for maintance of pumping machinery. The details as per specifications. |
| 72 | Providing and fixing welded mesh/expanded metal mesh 25 mmx 25 mm x 3mm in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. including two coat of red oxide and two coat of enamel paint or more required complete with frame work with 50 X 50 X 6mm angle iron post 30 cm in ground embeded in cement concrete 1:3:6 (30X30X45cm) at corner and every three mtr including painting with one coat of primer and two coat of enamel paint work will be done as per direction of engineer incharge of size complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 73 | Part B: OPERATION & MAINTENANCE WORK FOR 10 YEARS |
| 74 | Operation and maintenance (O&M) for the proposed works and treatment system for a period of 5 years after completion of commissioning work. O&M can be caluclated @6.7% on bid value for first year and then with 6% increment every year. The payment against the O&M shall be made quarterly on satisfactory upkeep and running of the system . It is to be noted that the payment shall be paid for O&M inclusive of DLP tenture of 5 years. Contractor shall not claim for any repair & replace work during 5 years. Hospital shall borne the energy charges. After commissioning of the sewage treatment plant, technology provider should inspect the plant once again and submit their observations / finding report to the Hospital / Owner prior O&M period to start Please Enable Macros to View BoQ information |
