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| 1 | NOTES:- (i) Contractor's supervisor will report on all working days along with plumber, mason,labours etc 0830 hrs at AGE E/M NRC to receive complaint for plumbing, water supply works and to submit completion report on the same day by 1700 hrs.(ii) Printed complaint slip as per format approved by Engineer-in-Charge shall be provided and maintained by contractor. (ii) Printed complaint slip as per format approved by Engineer-in-Charge shall be provided and maintained by contractor.(iii) Rate quoted above shall be deemed to incl the cost of T&P, equipment, saftey device etc alongwith sufficient labour to full fill the requirement to the entire satisfaction of Engineer-in-charge.(iv) Cost of labour for providing new items including replacement /Demolition/ dismantling/ taking out/down of old unserviceable item shall be deemed under respective item. (v) Cost of material shall be measured and paid separately under relevant items . (vi) Being an essential Water Supply work,the defects shall be rectifide within -48 hours from notifide by Engineer-in-Charge. Failing which penelty of Rs.5000 per day per job will be imposed and recovered from contractor.(vii) If defects are not rectifide within 10 Days, the rectification work shall be carried out at Risk and cost of the contractor. |
| 2 | Excavation in trenches not exc 1.5 mtr wide and not exc 1.5 mtr deep and getting out in soft loose soil all as specified and directed |
| 3 | Returining, filling in including spreading, levelling watering and well ramming in layer not exce 25 cm, all as specified and directed |
| 4 | Removing excavated soil to a distance not exce 50 mtr and deposited where directed at a level not exceding 1.5 mtr abvoe the starting point all as specified and directed. |
| 5 | M&L for rectification of water lekage pipe line size upto 15 mm to 80 mm GI pipe of including necessary joints, pipes etc all as specified and directed by Engr-in-Charge (Note : (i) Excavation and earth work, pipe etc shall be measured and paid under respective items of Schedule |
| 6 | M&L for rectification of water lekage pipe line size upto 80 mm to 300 mm pipe of any type (CI/GI/DI) including necessary, joints, pipes etc all as specified and directed by Engr-in-Charge (Note : (i) Excavation and earth work ,fittings,pipe etc shall be measured and paid under respective items of Schedule |
| 7 | M & L for taking out old rusted MS pipe line of size 300 mm by cutting with gas welding or any other means including Tees ,bends,elbows etc complete all as specified |
| 8 | M & L for Demolition of PCC (Thrist block) of any description andin any position for removal of MS pipes completed all as specified as as dircted |
| 9 | M & L for removal of Water metes of size 300 mm complete and refixing the same on its original position with new MS Pipes complete all as specified and directed |
| 10 | M & L for removal of NRV of size 300 mm complete and refixing the same on its original position with new MS Pipes complete all as specified and directed |
| 11 | Supply,laying & Jointing of ISI marked Mild Steel (ERW) flanged pipes 300 mm dia heavy duty (Class C) with 8 mm thickness including all fittings i.e. reducer,elbow,tees,flanges etc. including transportation material to site,jointing by welding providing coating,Laying the pipes in tranches /on PCC blocks compele work in all respect all as specified and directed .Note : PCC & Earthwork shall be measured and paid seperately |
| 12 | Taking up or down GI Tubing and connections including cleaning for refixing or removal to store - of size :- |
| 13 | 15 mm bore |
| 14 | 20 mm bore |
| 15 | 25 mm bore |
| 16 | 40 mm bore |
| 17 | 50 mm bore |
| 18 | 80 mm bore |
| 19 | 100 mm bore |
| 20 | Laying only GI tubing medium grade obtained from Sl Item No 12 above with all fittings and fixed complete laid in trenches or on wall/Ceiling of size :- |
| 21 | 15 mm bore |
| 22 | 20 mm bore |
| 23 | 25 mm bore |
| 24 | 40 mm bore |
| 25 | 50 mm bore |
| 26 | 80 mm bore |
| 27 | 100 mm bore |
| 28 | Supply and laying GI tubing medium grade with all fittings and fixed complete laid in trenches or on wall/Ceiling of size :- |
| 29 | 15 mm bore |
| 30 | 20 mm bore |
| 31 | 25 mm bore |
| 32 | 40 mm bore |
| 33 | 50 mm bore |
| 34 | 80 mm bore |
| 35 | 100 mm bore |
| 36 | Cutting existing cast iron pipe in position for insertion of new pipe/tees, branches etc. |
| 37 | 300 mm bore |
| 38 | 250 mm bore |
| 39 | 200 mm bore |
| 40 | 150 mm bore |
| 41 | 100 mm bore |
| 42 | Taking up water pipe mains incuding flanged rubber joints with spigot and socket ends and lead joint burning out and recovering lead of size :- |
| 43 | 300 mm bore |
| 44 | 250 mm bore |
| 45 | 200 mm bore |
| 46 | 150 mm bore |
| 47 | 100 mm bore |
| 48 | Supply and laying DI pipes K-9 (tyton joint ) with spigot and socket ends centrifugally cast, Class LA, in any length laid in trenches of size complete all as specified and directed.Note :- Excavation ,Earthwork ,DI fittings shall be measured and paid seperately under respective items. |
| 49 | 300 mm bore |
| 50 | 250 mm bore |
| 51 | 200 mm bore |
| 52 | 150 mm bore |
| 53 | 100 mm bore |
| 54 | M&L for run lead joints complete for water mains with spigot & socket pipes and fittings, all as specified and directed. Bore of pipe :- |
| 55 | 300 mm bore |
| 56 | 250 mm bore |
| 57 | 200 mm bore |
| 58 | 150 mm bore |
| 59 | 100 mm bore |
| 60 | 80 mm bore |
| 61 | Supply & fix rubber tyton joint of following size : |
| 62 | 300 mm bore |
| 63 | 250 mm bore |
| 64 | 200 mm bore |
| 65 | 150 mm bore |
| 66 | 100 mm bore |
| 67 | 80 mm bore |
| 68 | Supply & fix rubber gasket joint for flange end of following size : |
| 69 | 300 mm bore |
| 70 | 250 mm bore |
| 71 | 200 mm bore |
| 72 | 150 mm bore |
| 73 | 100 mm bore |
| 74 | 80 mm bore |
| 75 | Supply & fix machanical joint / Coller ISI marked for spigot end pipe of following sizes:- |
| 76 | 300 mm dia with 06 holes |
| 77 | 250 mm dia with 06 holes |
| 78 | 200 mm dia with 06 holes |
| 79 | 150 mm dia with 04 holes |
| 80 | 100 mm dia with 04 holes |
| 81 | 80 mm dia with 04holes |
| 82 | Supply and laid spigot and socketed DI fittings. Such as bends (any type radius and angle), tapers, tees, collars & tail piece socket/flanged/spigot etc of size upto 150mm dia.completed all as specified and directed. |
| 83 | Supply and laid spigot and socketed DI fittings. Such as bends (any type radius and angle), tapers, tees, collars & tail piece socket/flanged/spigot etc of size 200mm to 300mm dia completed all as specified and directed. |
| 84 | Material & labour for Rewinding the motor with super enamelled copper winding wire with appropriate same gauge of exsisting coil with similar class of exsisting insulation as recommended by manufacturer with high quality normex insulating paper applying best quality insulating varnish on stator/rotor windings drying them completely, testing the insulations for the Pump 175/180 HP at Dharna pump House as directed by Engr -in - Charge( Note :- T & P & Transportation requried included in the Quatod Rate) |
| 85 | Material & labour for Rewinding the motor with super enamelled copper winding wire with appropriate same gauge of exsisting coil with similar class of exsisting insulation as recommended by manufacturer with high quality normex insulating paper applying best quality insulating varnish on stator/rotor windings drying them completely, testing the insulations for the Pump 150 to 100 HP at Waldevi pump House as directed by Engr -in - Charge( Note :- T & P & Transportation requried included in the Quatod Rate) |
| 86 | Supply only following items for Water filteration plant for cleaning/ Purification of water at filteration plant / water pipe line lekages :- |
| 87 | Lead wool all as specified |
| 88 | Pig Lead all as specified |
| 89 | Spun Yarn all as specified |
| 90 | Calcium based High strength Granular Chlorination Chemical aith corrison Inhibator & Anti Scalant 40-45 kg drum, packing in drums is preferable to reduce fire hazard in place of high ambient temprature. (specifications: available chlorine % by mass, min 65, stability loss of chloride on basis of available chloride, max 1/15, particle size (passing through 1.70mm is sieve) % by mass min 99.5, water insoluble matter, max 6%, calcium hydroxide, max 4%, sodium chloride, max 15%) . |
| 91 | Allum Ferric grade-II good quality with additional requirement of purification of water containing lead (as per PH) 30 PPM maximum and arsenic (as 203 maximum) conforming to IS-229/1989 (forth revision) with amendment No. 1 & 2 complete for water treatment . |
| 92 | Area clearance/levelling/excavation /digging at MES installations at any width and length by using JCB complete all as directed by Engineer-in-Charge.Note 1. The cost of POL includedin quotated rates .2. After Start and finsh of the work ,Hrs slips shall be provided by the contrcator3. LOG Sheet shall be maintained and submitted . |
| 93 | M&L for scrapping of existing surface by use of steel brush of Centrifugal pumps /VT Pumps and painting the centrifual pumps with two coats sky blue paint synthetic enamelled paint complete all as directed .Location: Waldevi, dharna pump |
| 94 | Dismantling/taking out unserviceable sluice valve/NRV/Airrelease valves of size 80mm to 300mm bore dia by opening/cutting rusted nuts, bolts etc all as specified and directed. |
| 95 | Supply and fix CI sluice valve both ends flanged and drilled, bonnet wedge stuffing box. Gland trust plate, hand wheel made out of grey CI, complete valve confirming to IS 14846 and its fittings suitable for hydraulic test pressure of 16 Kg/sqcm PN 1.6 ISI marked complete all as specified and directed of sizes :- |
| 96 | 80 mm dia |
| 97 | 100 mm dia |
| 98 | 150 mm dia |
| 99 | 200 mm dia |
| 100 | 300 mm dia |
| 101 | Supply and fix of non return valve flanged of class 1.6 PN , with flanged as per IS:5312 body ring -Bronze IS: 318 Gr gskit-natural rubber Flange drilling-IS: 1538 P 1.6 complete all as directed for following sizes:- |
| 102 | 150 mm dia |
| 103 | 200 mm dia |
| 104 | 300 mm dia |
| 105 | Material and labour for opening of unserviceable sluice valves, cleaning the serviceable parts, adjusting of moving parts , greasing , re-assembling of valve and fixing tothe desired position with and including replacement of rubber gaskets, nuts ,bolts, washers and gland packing suitable for valve complete all as specified and as directed for following sizes of sluice valves. |
| 106 | 80 mm Sluice valve |
| 107 | 100 mm Sluice valve |
| 108 | 150 mm Sluice valve |
| 109 | 200 mm Sluice valve |
| 110 | 300 mm Sluice valve |
| 111 | Material and labour in repairs for fabrication of valve chamber cover with 2 to 5 mm thick mild steel sheet and 50 x 50 x 5mm angle iron to match with existing size of chember including providing hinges, hold fast, bracing, locking arrangement including painting with two coats of synthetic enamel paint over one coat of red oxide primer and fixing of cover by grouting to existing chamber with PCC 1:2:4 type B1 block complete all as directed |
| 112 | Construction valve chamber with bricks masonry of size 90 cm x 90 cm x 90 cm (internal dimension) with 15 cms thick foundation using PCC (1:4:8), type D2, using (40 mm graded stone aggregate), 23 cm thick brick walls built in cement mortar (1:6), 10 mm thick plaster in cement mortar (1:4) on internal and external surface (above ground level), finished even and fair without using extra cement 5mm thick MS sheet cover including 40 x 40 x 6 mm thick angle iron frame fixed on 150 mm thick PCC (1:2:4), type B1, using 20 mm graded stone aggregate) as in including 25 mm x 6 mm flat iron hold fasts, handles, hinges with locking arrangement and applying two coats of synthetic enamel paint over one coat of red oxide primer to steel surface including excavation earthwork in hard / dense soil returning filling in. disposal of surplus soil to a distance n. exc 50 mtr outside MD land etc, complete all as specified and directed |
| 113 | Construction valve chamber with bricks masonry of size 60 cm x 60 cm x 60 cm (internal dimension) with 15 cms thick foundation using PCC (1:4:8), type D2, using (40 mm graded stone aggregate), 23 cm thick brick walls built in cement mortar (1:6), 10 mm thick plaster in cement mortar (1:4) on internal and external surface (above ground level), finished even and fair without using extra cement 5mm thick MS sheet cover including 40 x 40 x 6 mm thick angle iron frame fixed on 150 mm thick PCC (1:2:4), type B1, using 20 mm graded stone aggregate) as in including 25 mm x 6 mm flat iron hold fasts, handles, hinges with locking arrangement and applying two coats of synthetic enamel paint over one coat of red oxide primer to steel surface including excavation earthwork in hard / dense soil returning filling in. disposal of surplus soil to a distance n. exc 50 mtr outside MD land etc, complete all as specified and directed |
| 114 | M & L in replacement Earthing complete with galvanized steel earth plate electrode 60 cm X 60 cm X 6.3 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below normal ground level) with top edge of plate not less than 1.5 mtr below ground level connecting to the GI strip 32 x 6mm, by means nut bolt, nuts, check nuts and washer of the GI Earth wire protected by provision of GI light grade pipe 40 mm incl provision of concrete pit in PCC (1:2:4) type B-1 using 20 mm graded stone aggregated with 40 mm thick cover with RCC (1:2:4) reinforced with XPM (weight not less than 4 Kg / Sqm) and frame of angle iron 25mm X 25 mm X 3mm with lugs 2 Nos and with 6 mm dia MS bar handle made to shape, GI light grade 20 mm bore pipe for watering perforated at bottom 1.75 mtr long placed on top edge of earth plate, common salt and charcoal filling, taste point made out of phosphorus bronze with fixing arrangement, funnel, wire mesh and earth work in hard/dense soil, returning filling in and removal of surplus soil to a distance not exceeding than 50 mtr, all as per electric plate No 3 of SSR Part I 2009 and connection to earth test point all as specified incl testing on completion”. |
| 115 | Supply and fixing in replacement aluminium strip 25x3.15mm with saddles and fixing screws etc. for roof conductors and down down conductors of OH tanks of height upto 22 Mtrs height complete all as specified and directed.Note:- (i) The Work has to be done for OH Tanks upto 23 Mtrs.(ii) Cost of Scafolding reqd for working shall be included in quotated rates. |
| 116 | Dismantling of Old LT Cable with joints from OH tanks of Height upto 23 Mtrs of size up to 10 sqmm complete all as specified and directed |
| 117 | Supply, laying, testing and commissionnig of UG LT cables of Size 6 Sqmm 2 core 1100 volts grade, XLPE insulated, screened and PVC sheathed, galvanised steel strip or wire armoured with multi stranded aluminum conductor, ISI marked, heavy duty including cable glands, cable lugs in LT panel/MDB in building etc to suit the cable including material and labour for all jointing/connecting material as required size, cables laid in trenches/ducts/under plinth floors passing through pipes etc, fixed on wall complete |
| 118 | Supply & fix in replacement LED Avation / obstruction light, Single LED Aviation light with polycorbonate diffuser & cast aluminium housing with IP-65 and with all fitting accessories fitting suitable for OH tanks upto 21 mtrs height complete all as directed. |
| 119 | Clearing away roots, and trees not exceeding 30 cm girth on OH Tanks of any height /Filtration plant/Jackwell / Semiunderground sumps /UG Sumps at any height including all grass vegetation, saplings, shrubs, brushwood, undergrowth, and removing rubbish upto a distance of 50 meters outside the periphery of the area under clearance except in the case of surface dressing which includes for all the foregoing except clearing away of trees complete all as specified and as directed. |
| 120 | Material and labour for preparation of new or previously untreated steel and iron surfaces over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 121 | Material and labour for preparation of Old or previously treated steel and iron surfaces over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 122 | NOTE FOR PAINITNG ITEM :-The following precautionary measures shall be ensured by the contractor before and during execution of the work :- (i) All the painting works shall be got executed through original material manufacturing company or their authorised applicators as approved by GE and contractor should submit MOU with the manufacturing company or their authorised applicator before execution of work and entire work shall be executed with the approved firm.(ii) Contractor shall deposit entire quantity of materials (proprietory materials) in sealed containers required for painting works covered under subject contract in the custody of Engineer-In-Charge.(iii) The materials as required shall be issued to contractor by JE/ Engineer-In-Charge on daily basis and the empty containers/ bags shall be deposited in the store of Engineer -In-Charge by the contractor, for verification as per standard consumption/ coverage prescribed by the manufacturers.(iv) After completion of painting work contractor shall remove and clean all the droplets/stain of paint left on the floor, glasses and joinery etc.(v) The Painting shall be carried out for OH Tanks up to 16 to 21 Mtrs height ,necessary scaffolding has to be arranged by the contracor.Quotated rates includes the Charges of scaffolding. |
| 123 | Material and labour for complete removal of existing treatment for preparation of old decorated treatment on wall / ceiling of OH Tank by scrapping with trucare wall sander : L-01/H-01 (having mechanical vacuum mechanism) having RPM not less than 1500, sanding pad of 80 Grit having dia of 7\\"/9\\" to make the surface free from dust, loose paint etc. or equivalent makes viz Xpress sanding machine having suction vaccum bag or by manual scrapping tools where mechanical removal is not possible and filling cracks, holes etc complete and applying two coats of Anti fungal weather proof grade exterior acrylic emulsion paint of approved tint over a coat of weather proof primer with crack filling upto 5 bars of positive hydrostatic pressure on vertical walls without any dilution with forced coverage not more than 3.5 sqm / ltr as per manufacturer's instructions and all coats including primer to be applied with fully automatic airless spray machine of paint application with a flow speed of minimum 1 ltr per minute having a pressure of 3300 PSI. Allow 6-8 hrs to dry the surface in subsequent coats of paint complete all as specified and as directed. Please Enable Macros to View BoQ information |
