Public Health Engineering Department-PHED has published Tender For Construction Of 0.15 Lac Gallons Sr, 0.15Lac Gallons Sump, R-Wall, Pump Operator Quarter, Chain Link Fencing Around Various Structures, 02 No Sluice Valve Chambers And L/F Of Supply Main, Sub Main And Distrib System For Wss Inderbinthal Jj. Submission Date for this Tender is 09-02-2023. General Hardware Tenders in bijbehara Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 15-Dec-2022 | Extension | Date | 24-12-2022 |
| 2 | 17-Dec-2022 | Modification | Other | 24-12-2022 |
| 3 | 25-Dec-2022 | Date extension | Date | 29-12-2022 |
| 4 | 29-Dec-2022 | EXTENSION2nd | Date | 02-01-2023 |
| 5 | 02-Jan-2023 | ExtensionDate | Date | 06-01-2023 |
| 6 | 06-Jan-2023 | extension | Date | 11-01-2023 |
| 7 | 11-Jan-2023 | Date extension1111 | Date | 20-01-2023 |
| 8 | 20-Jan-2023 | DATE EXTENSION | Date | 28-01-2023 |
| 9 | 28-Jan-2023 | Date extension5th | Date | 04-02-2023 |
| 10 | 05-Feb-2023 | Date extension6th | Date | 09-02-2023 |
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. |
| 2 | All kinds of soil |
| 3 | Ordinary Rock |
| 4 | Earth work 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, 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 ( 1 meter from cutting edge ) |
| 5 | All kinds of soil |
| 6 | Providing and laying of dry stone solling tightly hand packed on horizontal levels. |
| 7 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: |
| 8 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 9 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 10 | 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 |
| 11 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 12 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 13 | 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. |
| 14 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 15 | 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 with |
| 16 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 17 | Reinforced 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: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 19 | Foundations, footings, bases of columns etc. for mass concrete. |
| 20 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc |
| 21 | Lintel, beams, plinth beams, girders, bressumers and cantilevers |
| 22 | Columns, pillars, piers, abutments, posts and struts. |
| 23 | Suspended floors, roofs, landings, balconies and access platforms. |
| 24 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 25 | Arches, domes, vaults upto 6 m span |
| 26 | Extra for shuttering in circular work (20% of respective centering and Shuttering items) |
| 27 | Foundation |
| 28 | Walls |
| 29 | Beams |
| 30 | DOME |
| 31 | 12mm Cement plaster of mix |
| 32 | 1 : 4 ( 1 cement : 4 fine sand) |
| 33 | 1 : 6( 1 cement : 6 fine sand) |
| 34 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level |
| 35 | Hot rolled deformed bars |
| 36 | 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) |
| 37 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 38 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm |
| 39 | Providing and laying damp-proofCourse 50 mm thickwith cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 40 | 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) |
| 41 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 42 | 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): First class kail wood |
| 43 | Providing hoisting and fixing trusses/purlins /rafters/posts/ post-plates or like components including cost ofscrews etc. complete First class Budloo/Fir wood |
| 44 | 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).First class kail wood |
| 45 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 gradedstone 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. |
| 46 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laidon 20 mm thick bed of cement mortar 1: 4( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. In all colours, shades, except White, Ivory, Fume Red Brown |
| 47 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 48 | P/f of MS pipes/ steel bars/ Angle incld. Flunges, febrication of MS bends, tees, Steel doors and stair using welding machine/ Gen set at site complete |
| 49 | P/F of PGI Sheets 15cm width at joints. |
| 50 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats |
| 51 | Providing and fixing 12 mm thick flat pressed 3 layer medium density particle board or graded particle board (Grade I) IS: 3087 marked, in ceiling with necessary nails etc. complete (frame work to be paid separately) : |
| 52 | Pointing on brick work or brick flooring with cement mortar 1 : 3 (1 cement : 3 fine sand) Flush/Ruled/Struck or weathered Pointing |
| 53 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade, one or more coats on old work. |
| 54 | Providing & fixing 20 mm thick , 600mm wide soffit of fir wood specifications including jam work(1.5" *3" budloo wood) underneath complete Soffit |
| 55 | Providing & fixing plained eaves boarding 30 0mm * 40mm( nominal size) using 2nd class kail wood eves boarding |
| 56 | 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 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1and M.S. top cover of required thickness for rolling shutters.80x0.90 mm M.S. laths with 0.90 mm thick top cover |
| 57 | Providing and fixing ball bearing for rolling shutters. |
| 58 | 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 openings / wooden frames with rawl plugs screws etc. |
| 59 | Providing and fixing ISI marked oxidized M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm |
| 60 | Providing and fixing ISI marked oxidized M.S. tower bolt black finish, (Barrel type) with necessary screws etc complete |
| 61 | Providing and fixing bright finished brass handles with screws etc. complete : 100mm |
| 62 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.: 20 mm dia. nominal bore |
| 63 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 64 | Stainless steel kitchen sink - without drain board 610x510 mm bowl depth 200 mm |
| 65 | Providing & fixing White vitreous china water closet squatting pan(Indian type) along with “S” or “P” trap including dismantling of old WC seat and “S” or “P” trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. Orissa pattern W.C Pan of size 580x440 mm |
| 66 | Providing and fixing 15 mm nominal bore C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. |
| 67 | Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931 |
| 68 | Providing and fixing PTMT grating of approved quality and colour.125 mm nominal dia with 25mm waste hole |
| 69 | Providing and fixing 15 mm nominal bore of standard back type C.P. brass close hole basin mixer pillar tap of approved quality and make, weighing not less than 1.970 kg. |
| 70 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings( STANDARD QUALITY OF MAKE PARKO, JAGUAR OR LIKE |
| 71 | Providing and fixing wash basin with C. I./M.S. brackets, 15mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 72 | P/F soil, waste and vent pipe 100mm dia. |
| 73 | Square manholes upto 0.30 sqm clear inner size on plan , upto 0.60m deep, including concrete foundations, brickwork, plaster, forming haunching and half round drains, connecting upto incoming and outgoing pipes and setting frame for cover complete |
| 74 | Providing and fixing ball valve (brass) of approved quality,High or low pressure, with plastic floats complete 20 mm nominal bore |
| 75 | Providing and fitting of water geyser of 35 litres capacity of standard make like Havells, Racold or equivalent. |
| 76 | Providing / Laying / Commissioning of the wiring for each power / Light pointUsing 1-5 sqmm, copper conductor, Multi stranded , 1100 volts, FR, for phase , neutral & earth of 1mm green colour for each point including Testing / Commissioning for all points upto 6 Amp) ( Havels/ Polycab/ RR Cables make) |
| 77 | P/F and commissioning Ceiling fan( along with regulator) of 1200 sq mm sweep ( Havells / Crompton/ Usha make) |
| 78 | Providing and installation of LED Bulbs ( 9 Watt) of approved brand like Philips, Syska, Havells or like |
| 79 | Providing and fixing of SMP coated sheets of green colour comprising 0.50 mm thick class 3 sheets fixed to the suporting structure with 8mm dia GI J/L hooks, GI limpet and bitimunous felt washers, including SMP coated plain ridges valleys etc all included, but excluding cost of supporting structure Plinth Area X 1.40 = 357. 88 X 1.40 |
| 80 | Providing 40x5 mm flat iron hold fasts 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 20 mm nominal size). |
| 81 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. |
| 82 | Two or more coats on new work |
| 83 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm 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 |
| 84 | Filling available excavtedearth (excld. rock) in trenches plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering lead upto 50 m, & lift upto 1.5 m. |
| 85 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. |
| 86 | 15 mmdia. G.I. pipes |
| 87 | 20 mm dia. G.I. pipes |
| 88 | 25 mm dia. G.I. pipes |
| 89 | 40 mm dia. G.I. pipes |
| 90 | 50 mm dia. G.I. pipes |
| 91 | 65 mm dia GI pipe |
| 92 | 80 mm dia GI pipe |
| 93 | P/f o fMS flanges to theG I pipe , including cost offlanges, welding charges and L/F charges complete. |
| 94 | 80 mm dia G.I pipe |
| 95 | Providing / fixing ofD.I/G.I bends ,Tees, Unions, Elbows, Nipples etc. |
| 96 | 80 mm dia G.I bends / tees |
| 97 | 65 mm dia GI bends/ tees |
| 98 | 50 mm dia G.Ibends/ tees |
| 99 | 40 mm dia G.I unions |
| 100 | 50 mm dia unions |
| 101 | 65 mm dia unions |
| 102 | 25 mm dia G.I unions |
| 103 | 20/ 15 mm GI unions |
| 104 | 25/20/ 15 mm tees |
| 105 | 40/25/20 mm elbows |
| 106 | Providing and fixing D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Confirming to IS:14846 read with latest amendments. |
| 107 | 80 mmdia. Sluice valve |
| 108 | CARRIAGE OF MATERIALS |
| 109 | By Mechanical Transport including loading, unloading and stacking |
| 110 | Below 100 mm G.I Pipes ( 45 kms) |
| 111 | Cement and Steel (40 Kms) |
| 112 | Cement and Steel (10 Kms) |
| 113 | Sand, stone aggregate below 40 mm nominal size (20 Kms) |
| 114 | Sand, stone aggregate below 40 mm nominal size (40 Kms) |
| 115 | Stone aggregate 40 mm nominal size and above ( 40 Kms) |
| 116 | Stone aggregate 40 mm nominal size and above ( 15 Kms) |
| 117 | Stone Soling (15 Kms) |
| 118 | Bricks |
| 119 | By Manual Labour including loading, unloading and stacking |
| 120 | Below 100 mm G.I Pipes ( 500 m ) |
| 121 | Cement(500 m ) |
| 122 | Steel (500 m) |
| 123 | Sand, stone aggregate below 40 mm nominal size (500 m ) |
| 124 | Stone aggregate 40 mm nominal size and above ( 500 m ) |
| 125 | Stone Soling (500 m ) |
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