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| 1 | 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: |
| 2 | All kinds of soil |
| 3 | Providing and fixing MS Flanges to GI pipes including cost of cutting of threaded portion , flanges, welding , nuts ,bolts,Rubber Washer and carriage etc complete job. |
| 4 | 100mm dia. Flanges |
| 5 | 100mm dia. 90 degree bend |
| 6 | Providing and fixing of sluice valves (with cap) complete with bolts, nuts, rubbers insertions ( the tails piece if required will be paid seperately) confirming to IS 14846 read with latest amendments. |
| 7 | 100 mm dia.Sluice valves |
| 8 | Engagement of labour for extracting old chocked filter media from SSFP and laying back of old fillter media of required size and qality after grading and cleaning. |
| 9 | Engagement opf labour forclearance of silt from SR and disposing off the silt Outside the Premises of the SR. |
| 10 | Dismantling of old CGI roofing and timber truss of SR including disposing off unserviceable material and safe stacking opf serviceable material. |
| 11 | carpenter |
| 12 | Labour |
| 13 | Bypassing the SR By way of laying and fitting of pipes till Repair / jackting is done and reconnecting the the supply from SR. |
| 14 | Fitter |
| 15 | Labour |
| 16 | Preparation of subgrade by excavating earth to an average of 22.5 cmdepth, dressing to camber and consolidation with road roller of 8-12 tonnecapacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. |
| 17 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan)including disposal of excavated earth upto 50 mtrand lift upto 1.50 mtr, as directed by Engineer-In- Charge:- |
| 18 | All kinds of soil : |
| 19 | Extra for every additional lift of 1.5 m or part there of in excavation/banking excavated or stacked material. All kinds of soil. |
| 20 | Supplying and stacking at site Graded crushed stone aggregate:- |
| 21 | size 90 mm to 45 mm |
| 22 | 63mm to 45mm |
| 23 | 53mm to 22.4 mm |
| 24 | Supplying and stacking of stone screening/ chipping at site:- |
| 25 | Grade-1 |
| 26 | Grade-2 |
| 27 | Grade-3 |
| 28 | Supply and stacking of stone dust/Moorum at site:- |
| 29 | Grade-1 |
| 30 | Grade-2 |
| 31 | Grade-3 |
| 32 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering andcompacting to the required density:- |
| 33 | Grade-1 |
| 34 | Grade-2 |
| 35 | Grade-3 |
| 36 | Providing and laying of dry stone boulder tightly hand picked on horizontal levels |
| 37 | Dry random rubble masonry with hard stone (Quarry) in foundation and plinth: With bond stone. |
| 38 | Random rubble masonry with Quarry) in 1:6 cement mortar |
| 39 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 40 | 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:- |
| 41 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 42 | 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) |
| 43 | 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 44 | Providing and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 45 | 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 of mix 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 46 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 47 | 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) |
| 48 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 49 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) 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. |
| 50 | Brickwork 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) |
| 51 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 52 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above/upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 53 | 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) |
| 54 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 55 | Foundations, footings, bases of columns etc. for mass concrete. |
| 56 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 57 | Suspended floors, roofs, landings, balconies and access platforms |
| 58 | Edges of slabs and breaks in floors and walls Under 20 cm wide. |
| 59 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 60 | Arches, domes, vaults upto 6 m span |
| 61 | Extra for shuttering in circular works (20 % of respective quantity):- |
| 62 | Foundations, footings, bases of columns etc. for mass concrete. |
| 63 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 64 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 65 | Extra for arches, domes, vaults exceeding 6 m span |
| 66 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand). |
| 67 | 12mm Cement plaster of mix 1 : 4 ( 1 cement : 4 fine sand) |
| 68 | 12mm Cement plaster of mix 1 : 6 ( 1 cement : 6 coarse sand) |
| 69 | 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. |
| 70 | 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 |
| 71 | 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 |
| 72 | Structural steel work in single section fixed with or without connecting plate, including cutting, hoisting, fixing in position & applying a priming coat |
| 73 | Providing colour coated corrugated G.S sheet roofing inlcuding vertical/curved surface fixed with poilymner coated J/L hooks, bolts and nuts 8 mm dia with bitumen and GI limpet washers or with GI limpet washers filled with white lead complete (upto any pitch in horizontal/vertical of curved surface) excl. the cost of purlins and including cutting to size and shape wherever required .0.50 mm thick with zinc coating not less than 275 gm/sqm |
| 74 | Providing ridge or hips of width 60 cm over all width plain G.S.sheets fixed with polymer coated J or L hooks, bolts & nuts, 8mm dia GI limpet & bitumen washers complete. 0.50 mm thick with zinc coating not less than 275 gm/sqm. |
| 75 | 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 |
| 76 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butthinges bright finished of required size with necessary screws. First class kail wood |
| 77 | 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 |
| 78 | Providing and fixing panelling or panelling and glazing in panelled or panelledand glazed shutters for doors, windows and clerestory windows (Area ofopening for panel inserts excluding portion inside grooves or rebates to bemeasured). Panelling for panelled or panelled and glazed shutters 25 mm to 40mm thick. First lass Kail wood |
| 79 | 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 |
| 80 | 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-1 and M.S. top cover of required thickness for rolling shutters.80x0.90 mm M.S. laths with 0.90 mm thick top cover |
| 81 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 82 | Providing and applying Plaster of Paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete |
| 83 | Distempering with ist quality acrylic distemper of approved brand and manufacture. |
| 84 | Finishing walls with water proofing cement paint of required shade onNew work (two or more coats applied @ 3.84 kg/10sqm) |
| 85 | 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 |
| 86 | 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, laid on 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) |
| 87 | Providingand fixing of eaves boarding coloured CGI 300 mm vide |
| 88 | Providing and laying of filter media effective size of sand varies from 0.45 mm to 0.70 mm having uniformity coefficient between 1.30 to 1.75 and should be dust free from other organic impurities to be obtained from Ganderbal and the size of gravel should varryfrom 2mm to 40 mm including all carriages complete. |
| 89 | 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. |
| 90 | Providing and fixing water closet squatting pan ( Indian type W.C. pan) with 100 mm sand cast Iron P or Strap, 10 litre low level P.V. C. flushing cistern including flush pipe (of approved make) \"manually contro(led device (handle lever) conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:- |
| 91 | Long pan pattern white vitreous china W.C. pan of size 580 mm. |
| 92 | Providing and fixing Salem Stainless Steel A lSI 304 (18/ 8) kitchen sink as per I.S. 13983 with C.l. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required: 19.10A1 Kitchen sink with drain board |
| 93 | Providing and fixing of 50 ltr capacity geysers of Venus, ReCold or equivalent including fittings, and complete job |
| 94 | Construction of RCC ringtype soakage pitof standardsize &6 mtr depth complete job. |
| 95 | Provision for Sainitary, Plumbing, providing and fixingof PVC conduits of standard make for electric fittings and iron grill to window ( lumpsum to be paid as per actual)complete job. |
| 96 | Carriage of material from sourse to dumping site at road by mechanical transport:- |
| 97 | Cement & steel for avg. lead of20 Km |
| 98 | Sand for avg. lead of 40 Km |
| 99 | 20mm Aggregate for avg. lead of20 Km |
| 100 | 40mm Aggregate for avg. lead of20 Km |
| 101 | Stone solling For avg lead of05 km |
| 102 | Quarry stone for avg lead of 20 km |
| 103 | Earth 05 km |
| 104 | Bricks20 Km |
| 105 | Extra Carriage ofmaterial by manual labour from dumping site upto actual site of work . For Avg. lead of 200 mtr:- |
| 106 | Cement |
| 107 | Steel |
| 108 | Sand and 20mm agg. |
| 109 | 40mm Aggregate |
| 110 | Stone solling/quarry stone |
| 111 | Bricks |
