Public Health Engineering Department-PHED has published Tender For Construction Of Sump Cum Pump House Stage 1St And Clear Water Sump Cum Pump House Stage 2Nd At Chirumpora Darnambal Under Jjm. Submission Date for this Tender is 23-03-2023. Sump 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 53 | 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 | 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 : |
| 2 | 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 inld. all carriages & cots complete. |
| 3 | Sinking of well through all types of sink complete as per drawings and all technical specification having inner dia of 5.50m 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 |
| 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 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) |
| 10 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 11 | 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) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressummers and cantilevers. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts. |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slab |
| 18 | Extra for shuttering in circular work (20% of respective centering and Shuttering items). Foundations, footings, bases of columns etc. for mass concrete. |
| 19 | 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. |
| 20 | Extra for shuttering in circular work (20% of respective centering and Shuttering items). Lintel, beams, plinth beams, girders, bressummers and cantilevers |
| 21 | Extra for shuttering in circular work (20% of respective centering and Shuttering items). Columns, pillars, piers, abutments, posts and struts. |
| 22 | Extra for shuttering in circular work (20% of respective centering and Shuttering items). Suspended floors, roofs, landings, balconies and access platforms |
| 23 | Extra for shuttering in circular work (20% of respective centering and Shuttering items). Edges of slab |
| 24 | 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 |
| 25 | Brick work in FPS bricksof class designation 75 in foundation and plinth in cement mortor 1:4 mix |
| 26 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 27 | 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 |
| 28 | 15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 29 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand) |
| 30 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 31 | 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 |
| 32 | 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 30mm |
| 33 | 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 |
| 34 | Providing and fixing ball bearing for rolling shutters |
| 35 | Providing and fixing wire gauze shuttersof 30mm thickness butt hinges bright finished off required size with necessary screws |
| 36 | Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 37 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 38 | Distempering with 1st quality acrylic distemper (ready mixed)having VOC content less than 50 gms/litre, two or more coats on new work of approved manufacturer, of required shade and colour complete as per manufacturer’s specifications |
| 39 | Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2 mm thick |
| 40 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. |
| 41 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 42 | 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 |
| 43 | 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. |
| 44 | 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 |
| 45 | 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 |
| 46 | 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 in horizontal/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 |
| 47 | 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. 0.50 mm thick with zinc coating not less than 275 gram/m2 |
| 48 | Providing and fixing of 0.5mm Color GS Sheet Soffitboardingincl supports etc complete job |
| 49 | Providing and fixing at site Eaves boarding of 200mmwide colouredncluding cost of holders, angle supports complete job |
| 50 | 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. |
| 51 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 52 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth exceeding 3 m but not exceeding 4.50 m |
| 53 | Providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers: |
| 54 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 55 | Extra for every additional lift of 1.5 mtr. or part thereof in all kinds of soil |
| 56 | Carriage of material by mechanical transport from source to actual site of work for: Cement & Steel Avg lead 5 Km |
| 57 | Carriage of material by mechanical transport from source to actual site of work for: Sand Avg lead 25 Km |
| 58 | Carriage of material by mechanical transport from source to actual site of work for: Stone agg. 40mm Avg lead 25 Km |
| 59 | Carriage of material by mechanical transport from source to actual site of work for: Stone agg. 20mm Avg lead 25 Km |
| 60 | Carriage of material by mechanical transport from source to actual site of work for: Stone soling Avg lead 12 Km |
| 61 | Carriage of material by mechanical transport from source to actual site of work for: Bricks Avg lead 75 Km |
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