Public Health Engineering Department-PHED has published Tender For Construction Of Clear Water Sump Cum Pump House And Intake Sump Cum Pump House (Sinking Well Type) For Wss Nowpora Kalan Under Jjm. Submission Date for this Tender is 04-05-2023. Pump House Construction Tenders in sopore Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 20-Apr-2023 | date extension to enit 06 | Date | 27-04-2023 |
| 2 | 28-Apr-2023 | date extension to 06 | Date | 04-05-2023 |
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mech. means over areas (exceeding 30cm and up[to 1.5mtr in depth, 1.5mtr in width as well as 10 sqm on plan) including disposal of excavated earth upto 1mtr from cutting edge disposal earth to be leveled and neatly dressed .All kinds of soil |
| 2 | Extra for every additional lift of 1.5 mtr. or part thereof in all kinds of soil |
| 3 | Providing and laying of dry Stone soling in horizontal on level. |
| 4 | 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 |
| 5 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. All work upto plinth level. 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 6 | 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 centering, shuttering finishing and reinforcement 1 : 1.5 : 3 ( 1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size). |
| 7 | Reinforced cement concrete work in chimneys, shafts upto floor five level including curing complete 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) |
| 8 | 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) |
| 9 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve 5.0 (REINFORCED CEMENT CONCRETE) 99 CODE NO. DESCRIPTION UNIT RATE ? workability without impairing strength and durability as per direction of Engineer-in charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. Above plinth level |
| 10 | Centering and shuttering including strutting, propping etc, and removal of form work for Foundations, footings, bases for columns |
| 11 | Centring and shuttering including strutting, propping etc, and removal of form work for Suspended floors, roofs, landings, balconies and access platforms. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for: walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintel , beams & cantilevers etc |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, piers, abutments, pillars, posts and struts |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs |
| 16 | Extra for shuttering in circular work for Foundations, footings, bases for columns |
| 17 | Extra for shuttering in circular work for Walls |
| 18 | Extra for shuttering in circular work for lintels, beams & cantilevers |
| 19 | Extra for shuttering in circular work for Suspended floors |
| 20 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 21 | Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 22 | 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 |
| 23 | 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 and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.50mm thick with zinc coating not less than 275gm/m2 |
| 24 | Providing ridges or hips of width 60cm over all width plain G.S sheets with polymer coated J or L hooks, bolts and nuts 80mm dia G.I limpet and bitumen washers complete job |
| 25 | 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. |
| 26 | Providing and fixing 12mm thick plyboard for covering the ceiling area incl c/o frames, supports , battens incl all sorts of screws etc complete job |
| 27 | Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete (T.M.T bars) |
| 28 | Extra for R.C.C./B.M.C./R.M.C. work above floor V level for each four floors or part thereof. |
| 29 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) |
| 30 | Brick work in FPS bricksof class designation 75 in foundation and plinth in cement mortor 1:4 mix |
| 31 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 32 | 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 |
| 33 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40mm thick.First Class kail wood |
| 34 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40mm thick. 4 mm thick glass pane (weighing not less than 10 kg/sqm) |
| 35 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia wire and 1.4 mm wide aperture with matching wood beading |
| 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 :First class kail wood |
| 37 | Providing and fixing at site Eaves boarding of 200mmwide colouredncluding cost of holders, angle supports complete job |
| 38 | Providing and fixing of 2mm MS sheet boardingincl supports etc complete job |
| 39 | 12mm Thick cement sand plaster finished with a floating coat neat cement of mix 1:4 |
| 40 | Extra for plastering on circular work not exceeding 6m in radius:In one coat |
| 41 | Structural steel work welded in built up sections framed work riveted or bolted included cutting, finishing, fixing in position. |
| 42 | Applying priming coat:With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 43 | Supply , fabrication and fixing in position MS Edge cutter with proper anchorage incl all welding and as per directions of Engineer Incharge |
| 44 | Sinking of well through all type of soil complete as per specificatons and directions of Engineer Incharge |
| 45 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like |
| 46 | Providing, placing earth filled bags incl excavating earth from borrow pits , filing of bags, sewing, stitching , stacking and placing in position as per the diractions of Engineer Incharge incl all sorts of carriagecomplete job . The job includes demolishing of same after successful commissioning of the job |
| 47 | Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-Charge. 20 mm dia and 350 mm length |
| 48 | 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 |
| 49 | Providing and fixing ball bearing for rolling shutters |
| 50 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 10kg/sqm (4mm thick) float glass panes including ISI marked M.S pressed butt hinges bright finished of required size with necessary screws. Second class kail wood |
| 51 | Providing and fixing of 5mm thick glass sheets in windows incld. cost of all complete job as directed by site Engineer |
| 52 | Providing and fixing aluminium 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 |
| 53 | Providing and fixing aluminium 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 100 x 10mm |
| 54 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 55 | Carriage of material by mechanical transport from source to actual site of work for: Cement & Steel Avg lead 5 Km |
| 56 | Carriage of material by mechanical transport from source to actual site of work for: Sandfor average lead of 12 Km |
| 57 | Carriage of material by mechanical transport from source to actual site of work for: Bajreefor average lead of 20 Km |
| 58 | Carriage of material by mechanical transport from source to actual site of work for: Stone Soling for 20 Km |
| 59 | Carriage of material by mechanical transport from source to actual site of work for: Bricks for average 80 Km |
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