Public Health Engineering Department-PHED has published Tender For Maintenance/ Laying And Fitting Of Pipes For Extension / Restoration Of Water Supplies Of Minor Urgent Nature Of Works And Execution Of Small / Petty Works Under Various Heads Of Various Wss In Birpur Section (Work No.02). Submission Date for this Tender is 27-05-2024. Pipes Tenders in brahmana Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 20-May-2024 | corrigendum | Date | 27-05-2024 |
| Sl. No. | Item Description |
| 1 | Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc ( not exceeding 1.5 M in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan ,depth upto 1.5 Mt including disposal of excavated earth upto 1 Mtr from cutting edges, disposed earth to be levelled and neatly dressed in . All kinds of soil. |
| 2 | Earth work in excavation by Mechanical means (Hydraulic excavator) in foundations drains, pipes and cables etc (not exceeding 1.5 M in width or 10 sqm on plan ) trenches including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out excavated soil and disposal of surplus soil as directed within lead of 50 M . All kinds of soil. |
| 3 | Dismentling manualy /Mechanically including stacking of serviceable material and disposal of unserviceable material within 50 Meter lead i) Bituminous road |
| 4 | ii) Water Bound Macadam Road. |
| 5 | Dismantling tile work in floors and roof laid in cement mortar including stacking material with in 50 Meteres lead a) For Thickness of tiles 10 mm to 25 mm |
| 6 | b) For thickness of tiles above 25 mm and upto 40 mm. |
| 7 | Demolishing cement concrete manually/ by mechanical means including disposal of material in with 50 mtrs lead a) 1: 3: 6 or richer mix. |
| 8 | b) 1:4:8 Leaner mix. |
| 9 | Laying and fitting of GI pipes complete excluding cost of pipes and earth work a) 15 mm dia |
| 10 | b) 20 mm dia. |
| 11 | c) 25 mm dia |
| 12 | d) 32 mm dia. |
| 13 | e) 40 mm dia. |
| 14 | f) 50 mm dia. |
| 15 | g) 65 mm dia. |
| 16 | h) i) 80 mm dia( L ) |
| 17 | ii)80 mm dia( M ) |
| 18 | i) 100 mm dia( L ) |
| 19 | ii)100 mm dia ( M) |
| 20 | Providing and fixingof GI pipes complete with G.I fittingsexcludingtenching and refilling etc. ( external work) a) 15 mm dia |
| 21 | b) 20 mm dia. |
| 22 | c) 25 mm dia |
| 23 | d) 32 mm dia. |
| 24 | e) 40 mm dia. |
| 25 | f) 50 mm dia. |
| 26 | g) 65 mm dia. |
| 27 | h) i) 80 mm dia( L ) |
| 28 | ii)80 mm dia( M ) |
| 29 | i) 100 mm dia( L ) |
| 30 | ii)100 mm dia ( M) |
| 31 | ii)150 mm dia( M) |
| 32 | Fabrication of joints GI/ DI/ MS (complete Job) and involves the following items., Earth work excavation, Cutting of pipes with hack-saw, Refilling of excavated earth 90%Earth work item, Disposal of unserviceable material within 500 m by head load, Demolition of concrete/ Tiles/ Bituminious / WBM a) 25 mm dia to 50 mm dia. |
| 33 | b) 65 mm dia to 100 mm dia. |
| 34 | c) 125 mm dia to 150 mm dia. |
| 35 | d) 200 mm dia. |
| 36 | Dismantling GI pipes (External work) including excavation and refilling after taking out the pipes, manually/ by mechanicalmeans including stacking of pipes with in 50 Mtrs lead., a) 15mm to 40 mm dia nominal bore |
| 37 | b) Above 40 mm nominal bore. |
| 38 | Providing lead caulked joints to spun iron or C.Iand specials including testing of joints but including the cost of pig lead a) 100 mm dia. |
| 39 | b) 125 mm dia. |
| 40 | c) 150 mm dia. |
| 41 | d) 200 mm dia. |
| 42 | Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each depositedlayers lead upto 50 M and lift upto 1.5 M |
| 43 | Disposal of surplus excavated earth complete Job upto 1 Km by Mech Transport ( Carriage) |
| 44 | Chequrred precast cement concrete tiles 22 mm thick in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and clearing etc. complete on 20 mm thick bed of cement mortar 1: 4 (1 cement: 4 coarse sand) excluding cost of tiles. a) Ordinary cement without any pigment, |
| 45 | Supply of Fitter/ Mazdoor/ Mason etc. i) Supply of Fitter ( 2nd class) |
| 46 | ii) Supplyof Labour (Mazdoor) |
| 47 | iii) Supply of Masona) Ist Class |
| 48 | iv) 2nd Class Mason |
| 49 | Provging Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubbergasket a) 100 mm dia. |
| 50 | b) 150 mm dia. |
| 51 | c) 200 mm dia. |
| 52 | Laying in position S & S or flanged CI special such as Tees bends, collars, tappers and caps etc (excluding cost of specials). |
| 53 | Locating/ Tracing of blockages/ leakages including excavation of pits. |
| 54 | Carriageof Departmental material from stacking place to site of work average 200 Mtrs by Head Load ( Paid as per actual distance involved at site) a) G.I.Pipe and fitting. |
| 55 | Replacement of C.I sluice valves/Check valves complete with bolts,nuts,rubber insertions etc.(sluice valves/Check valves to be supplied by the Department) 150mm dia |
| 56 | 100 mm dia |
| 57 | 80 mm dia |
| 58 | 65mm dia |
| 59 | 50mm dia |
| 60 | Fixing /Replacement of GM Gate valves/Brass stop cocks complete(Gate valves/stop cocks toi be supplied by the department) including bends,collars,unions and other allied items 100mm dia |
| 61 | 80mm dia |
| 62 | 65mm dia |
| 63 | 50mm dia |
| 64 | 40mm dia |
| 65 | 25mm dia |
| 66 | 20mm dia |
| 67 | Making connection of G.I distribution branch with G.I main of following sizes by providing and fixingTee,includingcutting and threadingthe pipe etc. complete 25 to 40mm nominal bore |
| 68 | 50 to 80mm niminal bore |
| 69 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30 cm measured at height of 1 M above ground level and removal of rubbish upto 1 distance of 50 m outside the periphery of the area cleared. |
| 70 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 71 | Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) For fixed portion a) Powder coated aluminum (minimum thickness of powder coated 50 microns) |
| 72 | For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.) Powder coated aluminum (minimum thickness of powder coated 50 microns) |
| 73 | Providing and fixing ACP Sheet (Paratation) of 4mm thick |
| 74 | Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 100x58x1.90 mm |
| 75 | Providing and fixing ISI marked oxidized M.S. handles conforming to IS : 4992 with necessary screws etc. complete :125 mm |
| 76 | Providing and laying in position cement concrete of specified grade excluding thecost of centring and shuttering-all work upto plinth level 1:3:6 (1 cement: 3 coarse sand 6 Graded stone aggregate of 20 mm nominal size) (Crushed) |
| 77 | Demolishing dry brick pitching in floors,drains etc. including stacking serviceable material and disposal of unserviceable material with in 50 meters lead |
| 78 | Dry brick on edge flooring with bricks of class designation 75 on a bed of 12mmcementmortar including filling joints with finesand (1:4mix) ( with F.P.S bricks) |
| 79 | Brick work with common burnt clay FPS (non-modualar) bricks of class designation 75 in foundation and plinth in: a) Cement Mortar 1:4 (1 cement : 4 coarse sand) |
| 80 | Brick work with common burnt clay FPS (non-modualar) bricks of class designation 75 in foundation and plinth in: b) Cement mortar 1: 6 (1 cement: 6 coarse sand) |
| 81 | Half Brick masonry with bricks of class designation 75 in foundation and plinth in:- Cement Mortar 1:4 (1 cement : 4 coarse sand) |
| 82 | Providing and laying in positionspecified grade of reinforcementcementconcreteincluding curing excluding the cost of centring , shuttering, finishing and reinforcementall work upto plinth level (1: 2: 4)1. Cement : 2 coarse sand 4 Graded stone aggregate 20mm nominal size) |
| 83 | Providing and laying in positioncement concrete excluding the cost of centring , shuttering, finishing all work upto plinth level (1: 4: 8)1. Cement : 4 coarse sand 8 Graded stone aggregate 40mm nominal size) crushed. |
| 84 | Hand packing stones in wire-crates, excluding cost of crates and stones. |
| 85 | Demolishing Brick work manually / by mechanical means including stacking of serviceable materialand disposal of unserviceable material within 50 metres lead. In cement mortar |
| 86 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 M (stacks of cleaned bricks shall be measured) from brick work in cement mortar, |
| 87 | Slip clearance in soils; mixed with moorum/ kankar/ shingle/ boulders, disposal lead upto 50 M and lift upto 1.5 M |
| 88 | Carriage of sand, Bajri, stones bricks/ tiles from nearest source to site of work incl. loading, unloading and stacking complete (To be paid as per actual distance involved at site) a) Sand average distance 10 Km by MT |
| 89 | b) Bajri above 40 mm average distance 10 Km by M.T. |
| 90 | c) Bajri Below 40 mm average distance 10 KM by M.T. |
| 91 | d) Stones average distance 10 Km by Mech. Transport. |
| 92 | e) Bricks average distance of 10 Km by Mech, transport. |
| 93 | f) Tiles average distance of 10 km by Mech. Transport. |
| 94 | Carriage of material from stacking place to site of work average 200m by Head Load. a) Sand. |
| 95 | b) Bajri below 40 mm. |
| 96 | c) Stone aggregate 40 mm and above. |
| 97 | d) Stones. |
| 98 | e) Bricks. |
| 99 | f) Brick Tiles |
| 100 | Carraige of Alum from site of stacking up to bed of filtration plant by way of engaging labour |
| 101 | Clearance of GSR/ST/Dug well/OHT/Intake Tank by way of deploying labour and disposal of rubbishas per direction of Engineer-in- charge |
| 102 | Providing and laying cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) All works upto plinth level |
| 103 | Repair of pipeof different dia incl. cost of material and earth work if required |
| 104 | White washing one or more coat on old work |
| 105 | Welding with Gen Set |
| 106 | 6 mm plaster oncement concrete or RCC work with whoite cement based polymer mofified self curing mortar of approved make as per directions of Engineer-In- Charge |
| 107 | Removing white colour wash by scraping andsand papering and preparingthe surfacesmooth incl. necessary repairs to scratches etc. complete. |
| 108 | Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade. |
| 109 | Painting with oil type wood preseroative of approvedbrand and manufacturean old work (one or more coat) |
| 110 | Renewingglass planes with puttyand nail wherevernecessary incl. taking out oldputty float glass panes of thickness 4.0 mm |
| 111 | Repair to plasterthickness 12mm to 20 mm in patchesof area 2.5 sqm incl. cutting patches in propershape and plastering wall surface with white cement polymer self curing incl. disposal of rubbish. All complete |
| 112 | Repair of gate by way of welding and other material required |
| 113 | Earth workfilling by JCB |
| 114 | Providing and fixing ofcheck valve: a)100 mm dia |
| 115 | b) 80 mm dia |
| 116 | c) 65 mm dia |
| 117 | Providing and fixing ofSluicevalve: a)100 mm dia |
| 118 | b) 80 mm dia |
| 119 | c) 65 mm dia |
| 120 | d) 50 mm dia |
| 121 | Providing and fixing ofgun metalgatevalve: a) 65 mm dia |
| 122 | b) 50 mm dia |
| 123 | c) 40 mm dia |
| 124 | d) 32 mm dia |
| 125 | e) 25 mm dia |
| 126 | f) 20 mm dia |
| 127 | Repair of rodof sluice valves/ GMGate valvesof different diametersincluding casting etc.( The rates quoted must includediscounton account ofcost of damaged/ unserviceablerod as scrap)A) 40 mm dia |
| 128 | B)50 m dia |
| 129 | c) 65 mm dia |
| 130 | D) 80 mm dia |
| 131 | E) 100 mm dia |
| 132 | Engagement of tractor-trolley watertankerfor providingdrinking water to water stressed areas including cost of POL, hire charges inclusive of salary of Driver, all toll taxes, token and other taxes applicable. |
| 133 | Support Activity:Awaringpeople byprinting of flexes,recordingof Audio, Video song complete Job,for educating people in Samba District, organising seminar and providing refreshment etc complete job for invited people , DDC Chairman, BDC Chairman and all members. Seminarmeeting and taking audio video, photography, printing of pamphlet and literature for delivery to the attending audienceand oil for generator ( 10 Ltrs.)and hiring vehicle as Jal Rath.Complete job on turn key basis |
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