Public Health Engineering Department-PHED has published Tender For Construction Of Civil Works Under Wss Jogwan. Submission Date for this Tender is 05-01-2023. Water Supply Project Tenders in akhnoor Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 14-Dec-2022 | Corr | Date | 26-12-2022 |
| 2 | 27-Dec-2022 | HDPE | Other | 05-01-2023 |
| 3 | 27-Dec-2022 | Dateee | Date | 05-01-2023 |
| Sl. No. | Item Description |
| 1 | Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr 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 inall kinds of soils. |
| 2 | Earth work inbulk excavation by Manualmeansover areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be leveled and neatly dressed in all kinds of soil |
| 3 | Providing and laying in position cement concrete of 1:4:8 mix (1 cement 4 coarse sand 8 graded stone agg. 40 mm nominal size) excl. cost of centring and shuttering all work up to plinth level (using crushed stone agg.) |
| 4 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) (using crushed stone agg.) |
| 5 | Supply of stone in Horizontal on level (Nallah 225mm nominal size) |
| 6 | Dumping andfilling of stone in Horizontal on level |
| 7 | 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) |
| 8 | Providing and laying in position machine batched and machine mixed design mix M-25grade 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 workabilitywithout impairing strength and durability as per direction of Engineer-incharge..All works upto plinth level Note: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. |
| 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 workability without impairing strength and durability as per direction of Engineer-incharge. All works above plinth level upto floor V level Note: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. |
| 10 | Extra for providing richer mixes at all floor levels. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. Note: - Minimum cement content considered is @ 340 kg/ cum. Any quantity less than 340 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. |
| 11 | Reinforcement cement concrete work in Arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15°upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with M-20 graded concrete 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size) |
| 12 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto/above plinth level. Thermo -Mechanically Treated bars of grade Fe-500D or more |
| 13 | Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete |
| 14 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 15 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 16 | Half brick masonry withcommon brunt clay ( non- modular) bricks of class designation 7.5 in foundation and plinth including curingin cement mortar 1:4 (1 cement: 4 coarse sand) |
| 17 | Extra for Half Brick work masonry in superstructure above plinth level upto floor V level |
| 18 | Centring and shuttering including strutting, propping etc and removal of form work for foundation,footings, base for columns etc. |
| 19 | Extra for shuttering in circular work |
| 20 | Centring and shuttering including strutting, propping etc and removal of form forwalls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. |
| 21 | Extra for shuttering in circular work |
| 22 | Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, G Irders, bressumers and cantilevers. |
| 23 | Extra for shuttering in circular work |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span |
| 25 | Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms. |
| 26 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 27 | Providing and fixing 1mm thick M.S sheet door with frame of 40x60x6 mm angle iron and 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S angles 40x60x6mm for diagonal braces |
| 28 | Providing and fixing M.S. grills of required pattern in frames of windows etc.with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete.Fixed to steel windows by welding |
| 29 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded |
| 30 | 15mmthick Cementplaster ontheroughsideofsingleorhalfbrickwallof mix: 1 : 4 ( 1 cement : 4 coarse sand) . |
| 31 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1:4( 1 cement : 4 coarse sand) . |
| 32 | Extra for plastering on circular works. |
| 33 | Providing and mixing water proofing material ofapproved make in cement concrete work @ 1 kg per 50 kg of cement. |
| 34 | Providing and fixing S.C.I. S & S 100 mm dia bend |
| 35 | Providing and fixing100 mm Slotted Cowl (Terminal Guard)S C.I. S & S |
| 36 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete40mm thick with 20mm nominal size stone aggregate |
| 37 | Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm |
| 38 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 39 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating eachdeposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 40 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 41 | Laying and fitting of G.I pipe ( all classes)completeexcludingcost of pipes, fittings and earth work. G.I Pipe 100mm dia (Light) |
| 42 | Laying and fitting of G.I pipe ( all classes)completeexcludingcost of pipes, fittings and earth work. G.I Pipe 80mm dia (medium) |
| 43 | Laying and fitting of G.I pipe ( all classes)completeexcludingcost of pipes, fittings and earth work. G.I Pipe 80mm dia (Light) |
| 44 | Laying and fitting of G.I pipe ( all classes)completeexcludingcost of pipes, fittings and earth work. G.I Pipe 65mm (Light) |
| 45 | Laying and fitting of G.I pipe ( all classes)completeexcludingcost of pipes, fittings and earth work. G.I Pipe 50 mm dia |
| 46 | Laying and fitting of G.I pipe ( all classes)completeexcludingcost of pipes, fittings and earth work. G.I PipePipe 25 mm dia |
| 47 | Laying and fitting of G.I pipe ( all classes)completeexcludingcost of pipes, fittings and earth work. G.I PipePipe 20 mm dia |
| 48 | Laying and fitting of G.I pipe ( all classes)completeexcludingcost of pipes, fittings and earth work. G.I Pipe 15 mm dia (light) |
| 49 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 20 mm nominal bore |
| 50 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 25 mm nominal bore |
| 51 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 40 mm nominal bore |
| 52 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 50 mm nominal bore |
| 53 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 65 mm nominal bore |
| 54 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 80 mm nominal bore |
| 55 | Providing & fixing CI Double Flanged manually operated Sluice Valve (with cap wheels) as per specifications (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertions etc.) complete including testing. 1.6 MPa(16 kg/cm2) 100 mm dia |
| 56 | Providing and fixing 80mm dia C.I. sluice valves /Chak Valves as per specification (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertious etc.) complete including testing 1.6 Mpa (16Kg/Cm2) |
| 57 | Welding of joints by electric arc welding including, testing and commissioning of joints including carriage of set and all other accessories including making arrangement for electric supply/arrangement for Generator etccomplete |
| 58 | Providing & fixingbrass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore |
| 59 | Providing & Fixing brass bib cock of approved quality 15 mm nominal bore |
| 60 | Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6 mm angle iron and 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angles 40x40x6mm for diagonal braces as in manhole cover on top of the dome/spring cover with locking arrangement. |
| 61 | Providing & Incorporating (during concreting) GP sheet strip water seal 1.25mm (nominal thick) at construction joints including jointing of ends so as to form a continous barrier, strip area (excluding laps) to be measured (width upto 20cm) |
| 62 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness)including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 63 | 10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with specified tile bricks grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finishing neat. With common burnt clay (non modular) brick tiles of class designation 10.0 |
| 64 | White washing with lime to give an even shade on New Work (three or more coats) |
| 65 | Painting on G.S sheets with synthetic enamel paint of approved band and manufacture of required colour to give an even shade on New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution. |
| 66 | Structural steel workin single section, fixed with are without connecting plate, including cutting, hoisting, fixed in position and applying a priming coat of approved steel primer all complete. |
| 67 | 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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 68 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, lead upto 50 m and lift upto 1.5 m. |
| 69 | Laying and Fitting of 80 mm Dia of G.I pipe for inlet/outlet/washout |
| 70 | Carriage of sand(Crushed) mm by Mechanical Transport from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance ofAverage 25 km |
| 71 | Carriage of stone aggregate (Crushed) upto 20 mmby Manual mean from Road side (to be identified by Engineer in charge) to site of workincluding cost for loading , unloading & stacking for an av. distance ofAverage25 km |
| 72 | Carriage of stone aggregate (Crushed) above 40 mm nominal size and above by Mechanical Transport from source (to be identified by Engineer in charge) to site of workincluding cost for loading , unloading & stacking for an av. distance ofAverage 25 km |
| 73 | Carriage of Soling stone/ boulders by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 25km by MT |
| 74 | Carriage ofBricks from Birck Kiln by Mechanical Transport from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance ofAverage 25 km |
| 75 | Carriage ofBricks Tiles from Birck Kiln by Mechanical Transport from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance ofAverage 25km |
| 76 | Carriage ofcementfrom nearest market (to be identified by EngIneer in Charge) by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 55 km by MT |
| 77 | Carriage ofSteelfrom nearest market (to be identified by EngIneer in Charge) by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 55 km by MT |
| 78 | Carriage ofG.I / D I pipes from Procurement stores by Mechanical Transport to site of work including cost for loading and unloading for an av. distance of Procurement to Division Store and store to site of work average distance 63km by MT |
| 79 | Providing and fitting concealed internal Electrification of roomincluding 4 Nos LED lights,Fan points 2 No., Fuse box 1 No., 2 no 15 Amp sockets with switch,5 Amp 2 no. sockets with switch - of approved brandand 04 nos LED security lights 30 watts, Main switch with complete wiring, with MS bracket for pole mounting complete including service line up to a length of 10 meters. |
| 80 | Providing & installation of Sign Board of size 8ft x 6ft with angle Iron frame of size 50 x 50 x 6 mm PBI sheet of 1.25mm thickness including painting and writing as directed by Engineer- In- charge. The Job also includes writing with black paint on the storage tank depicting capacity and other feature of the OHT |
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