Public Health Engineering Department-PHED has published Tender For Construction Of Intake Sump Cum Pump House Stage 1St At Pohru For Wss Wadoora Under Jjm. Submission Date for this Tender is 23-03-2023. Pump Supply Tenders in sopore Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 03-Mar-2023 | Date extension to 52 | Date | 09-03-2023 |
| 2 | 10-Mar-2023 | Date extension | Date | 16-03-2023 |
| 3 | 17-Mar-2023 | Date extension 53 | Date | 23-03-2023 |
| Sl. No. | Item Description |
| 1 | Supply, Fabrication, Fixing in position Mild Steel Edge Cutter with mild steel anchorage including welding and making position for fixing of reinforcement of wall as per approved drawings and technical specifications and as per instructions of Site Engineer Incharge. incld. all carriages and cost complete |
| 2 | Sinking of well through all types of sink complete as per drawings and all technical specification by way of making of platform overhead wall, with loading, unloading of sand filled EC bags for required number of castings and engagement of skilled labour with sinking depth as per site conditions and removal of platform as per directions of site engineer Incharge. incld. all carriages |
| 3 | Earth work in excavation by mechanical means (hydraulic excavator) 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, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of soil : |
| 4 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 5 | Providing and filling of E.C Bags with sand/earth including cost of E.C Bags, Eath, sand all carriages costs etc and including laying in position to acts as copper dam/ spur/ Diversion, as per site requriments and directions of site Engineer. |
| 6 | Providing and laying of dry Stone soling in horizontal on level. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.1:4:8 (1 cement : 4 coarse sand : 8 graded stone agg. 40 mm nominal size Crushed |
| 8 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level in 1:1.5:3 Mix.(1 cement: 1.5 coarse sand : 3 graded stone agg.) 20mm nominal size |
| 9 | Reinforced cement concrete work in well-steining including curing but excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressummers and cantilevers. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs |
| 16 | Extra for shuttering in circular work (20% of respective centering and Shuttering items). Foundations, footings, bases of columns etc. for mass concrete. |
| 17 | Extra for shuttering in circular work (20% of respective centering and Shuttering items). Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 18 | Brick work in FPS bricksof class designation 75 in foundation and plinth in cement mortor 1:4 mix |
| 19 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Hot rolled deformed bars |
| 21 | 15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 3 ( 1 cement : 3 fine sand) |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Hard drawn steel wire fabric |
| 23 | Steel work welded in built up sections/framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. |
| 24 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch inhorizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.50 mm thick with zinc coating not less than 275 gram/m2 |
| 25 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube |
| 26 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 27 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 28 | Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gram/m2 |
| 29 | Providing and fixing at site Eaves boarding of 200mmwide colouredncluding cost of holders, angle supports complete job |
| 30 | Providing and fixing of 2mm Color GS Sheet Soffitboardingincl supports etc complete job |
| 31 | Supplying and fixing rolling shutters of approved make, made of required size 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 the cost of providing and fixing necessary 27.50cm long wire springs manufacture from high tensile steel wire of adequate strength confirming to IS 4454 part 1 and M.S top cover of required thickness for rolling shutters. 80x1.25mm M.S laths with 1.25mm thick top cover |
| 32 | Providing and fixing ball bearing for rolling shutters |
| 33 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately):second class kail wood |
| 34 | Providing and fixing panelled or panelled and glazed shutters for doors,windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). Secondclass kail wood |
| 35 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Secondclass kail wood |
| 36 | Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge : 30mm First class kail wood |
| 37 | Providing and fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.0mm thick glass panes |
| 38 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 39 | Providing and fixing 12mm thick ply board for covering the ceiling area incld. Cost of frames, supports, battens incld. All sorts of screws etc complete job |
| 40 | Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete 100 mm |
| 41 | Providing and fixing aluminum tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :100x10 mm |
| 42 | Carriage of material by mechanical transport from source to actual site of work for: Cement & Steel Avg lead 12 Km |
| 43 | Carriage of material by mechanical transport from source to actual site of work for: Sand Avg lead 20 Km |
| 44 | Carriage of material by mechanical transport from source to actual site of work for: Stone agg. 40mm Avg lead 20 Km |
| 45 | Carriage of material by mechanical transport from source to actual site of work for: Stone agg. 20mm Avg lead 20 Km |
| 46 | Carriage of material by mechanical transport from source to actual site of work for: Stone soling Avg lead 10 Km |
| 47 | Carriage of material by mechanical transport from source to actual site of work for: Bricks Avg lead 75 Km |
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