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| 1 | Earthwork 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 ,depth upto 1.5 Mt including disposal of excavated earth upto 1 Mtr from cutting edges, disposed earth to be levelled and neatly dressed in . All kinds of soil. |
| 2 | Earth work in excavation by Mechanical means (Hydraulic excavator) in foundations drains, pipes and cables etc (not exceeding 1.5 M in width or 10 sqm on plan ) trenches including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out excavated soil and disposal of surplus soil as directed within lead of 50 M . All kinds of soil. |
| 3 | Dismentling manualy /Mechanically including stacking of serviceable material and disposal of unserviceable material within 50 Meter lead i) Bituminous road |
| 4 | ii) Water Bound Macadam Road. |
| 5 | Dismantling tile work in floors and roof laid in cement mortar including stacking material with in 50 Meteres leada) For Thickness of tiles 10 mm to 25 mm |
| 6 | b) For thickness of tiles above 25 mm and upto 40 mm. |
| 7 | Demolishing cement concrete manually/ by mechanical means including disposal of material in with 50 mtrs leada) 1: 3: 6 or richer mix. |
| 8 | b) 1:4:8 Leaner mix. |
| 9 | Laying and fitting of GI pipes complete excluding cost of pipes and earth worka) 15 mm dia |
| 10 | b) 20 mm dia. |
| 11 | c) 25 mm dia |
| 12 | d) 32 mm dia. |
| 13 | e) 40 mm dia. |
| 14 | f) 50 mm dia. |
| 15 | g) 65 mm dia. |
| 16 | h) i) 80 mm dia ( L ) |
| 17 | ii) 80 mm dia ( M ) |
| 18 | i) 100 mm dia ( L ) |
| 19 | ii)100 mm dia ( M) |
| 20 | Providing and fixing of GI pipes complete with G.I fittings excluding tenching and refilling etc. ( external work)a) 15 mm dia |
| 21 | b) 20 mm dia. |
| 22 | c) 25 mm dia |
| 23 | d) 32 mm dia. |
| 24 | e) 40 mm dia. |
| 25 | f) 50 mm dia. |
| 26 | g) 65 mm dia. |
| 27 | h) i) 80 mm dia ( L ) |
| 28 | ii) 80 mm dia ( M ) |
| 29 | i) 100 mm dia ( L ) |
| 30 | ii)100 mm dia ( M) |
| 31 | ii)150 mm dia ( M) |
| 32 | Laying and fitting of HDPE pipes with fittings complete excluding cost of pipes and earth worka) 25 mm dia |
| 33 | b) 32 mm dia. |
| 34 | c) 40 mm dia |
| 35 | d) 50 mm dia. |
| 36 | e) 63 mm dia. |
| 37 | f) 75 mm dia. |
| 38 | g) 90 mm dia. |
| 39 | h) 110 mm dia |
| 40 | Providing and fixing of HDPE pipes complete with fittings excluding tenching and refilling etc. ( external work)a) 25 mm dia |
| 41 | b) 32 mm dia. |
| 42 | c) 40 mm dia |
| 43 | d) 50 mm dia. |
| 44 | e) 63 mm dia. |
| 45 | f) 75 mm dia. |
| 46 | g) 90 mm dia. |
| 47 | h) 110 mm dia |
| 48 | Fabrication of joints GI/ DI/ MS (complete Job) and involves the following items., Earth work excavation, Cutting of pipes with hack-saw, Refilling of excavated earth 90% Earth work item, Disposal of unserviceable material within 500 m by head load, Demolition of concrete/ Tiles/ Bituminious / WBMa) 25 mm dia to 50 mm dia. |
| 49 | b) 65 mm dia to 100 mm dia. |
| 50 | c) 125 mm dia to 150 mm dia. |
| 51 | d) 200 mm dia. |
| 52 | Dismantling GI pipes (External work) including excavation and refilling after taking out the pipes, manually/ by mechanical means including stacking of pipes with in 50 Mtrs lead.,a) 15mm to 40 mm dia nominal bore |
| 53 | b) Above 40 mm nominal bore. |
| 54 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig leada) 100 mm dia. |
| 55 | b) 125 mm dia. |
| 56 | c) 150 mm dia. |
| 57 | d) 200 mm dia. |
| 58 | Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each deposited layers lead upto 50 M and lift upto 1.5 M |
| 59 | Disposal of surplus excavated earth complete Job upto 1 Km by Mech Transport ( Carriage) |
| 60 | Chequrred precast cement concrete tiles 22 mm thick in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and clearing etc. complete on 20 mm thick bed of cement mortar 1: 4 (1 cement: 4 coarse sand) excluding cost of tiles.a) Ordinary cement without any pigment, |
| 61 | Supply of Fitter/ Mazdoor/ Mason etc.i) Supply of Fitter ( 2nd class) |
| 62 | ii) Supplyof Labour (Mazdoor) |
| 63 | iii) Supply of Mason a) Ist Class |
| 64 | iv) 2nd Class Mason |
| 65 | Provging Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket a) 100 mm dia. |
| 66 | b) 150 mm dia. |
| 67 | c) 200 mm dia. |
| 68 | Laying in position S & S or flanged CI special such as Tees bends, collars, tappers and caps etc (excluding cost of specials). |
| 69 | Locating/ Tracing of blockages/ leakages including excavation of pits. |
| 70 | Carriage of Departmental material from stacking place to site of work average 200 Mtrs by Head Load ( Paid as per actual distance involved at site)a) G.I.Pipe and fitting. |
| 71 | Replacement of C.I sluice valves/Check valves complete with bolts,nuts,rubber insertions etc.(sluice valves/Check valves to be supplied by the Department)150mm dia |
| 72 | 100 mm dia |
| 73 | 80 mm dia |
| 74 | 65mm dia |
| 75 | 50mm dia |
| 76 | Fixing /Replacement of GM Gate valves/Brass stop cocks complete(Gate valves/stop cocks toi be supplied by the department) including bends,collars,unions and other allied items100mm dia |
| 77 | 80mm dia |
| 78 | 65mm dia |
| 79 | 50mm dia |
| 80 | 40mm dia |
| 81 | 25mm dia |
| 82 | 20mm dia |
| 83 | Making connection of G.I distribution branch with G.I main of following sizes by providing and fixing Tee,including cutting and threading the pipe etc. complete25 to 40mm nominal bore |
| 84 | 50 to 80mm niminal bore |
| 85 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30 cm measured at height of 1 M above ground level and removal of rubbish upto 1 distance of 50 m outside the periphery of the area cleared. |
| 86 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 87 | Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) For fixed portion a) Powder coated aluminum (minimum thickness of powder coated 50 microns) |
| 88 | For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.) Powder coated aluminum (minimum thickness of powder coated 50 microns) |
| 89 | Providing and fixing ACP Sheet (Paratation) of 4mm thick |
| 90 | Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 100x58x1.90 mm |
| 91 | Providing and fixing ISI marked oxidized M.S. handles conforming to IS : 4992 with necessary screws etc. complete :125 mm |
| 92 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level 1:3:6 (1 cement: 3 coarse sand 6 Graded stone aggregate of 20 mm nominal size) (Crushed) |
| 93 | Demolishing dry brick pitching in floors,drains etc. including stacking serviceable material and disposal of unserviceable material with in 50 meters lead |
| 94 | Dry brick on edge flooring with bricks of class designation 75 on a bed of 12mm cement mortar including filling joints with fine sand (1:4mix) ( with F.P.S bricks) |
| 95 | Brick work with common burnt clay FPS (non-modualar) bricks of class designation 75 in foundation and plinth in:a) Cement Mortar 1:4 (1 cement : 4 coarse sand) |
| 96 | Brick work with common burnt clay FPS (non-modualar) bricks of class designation 75 in foundation and plinth in: b) Cement mortar 1: 6 (1 cement: 6 coarse sand) |
| 97 | Half Brick masonry with bricks of class designation 75 in foundation and plinth in:-Cement Mortar 1:4 (1 cement : 4 coarse sand) |
| 98 | Providing and laying in position specified grade of reinforcement cement concrete including curing excluding the cost of centring , shuttering, finishing and reinforcement all work upto plinth level (1: 2: 4) 1. Cement : 2 coarse sand 4 Graded stone aggregate 20mm nominal size) |
| 99 | Providing and laying in position cement concrete excluding the cost of centring , shuttering, finishing all work upto plinth level (1: 4: 8) 1. Cement : 4 coarse sand 8 Graded stone aggregate 40mm nominal size) crushed. |
| 100 | Hand packing stones in wire-crates, excluding cost of crates and stones. |
| 101 | Dumping stone excluding cost of stone in Horizontal on level |
| 102 | Supply of stones |
| 103 | Supply of Galvanised crates |
| 104 | Supply of steel knitted crate |
| 105 | Demolishing Brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.In cement mortar |
| 106 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 M (stacks of cleaned bricks shall be measured)from brick work in cement mortar, |
| 107 | Slip clearance in soils; mixed with moorum/ kankar/ shingle/ boulders, disposal lead upto 50 M and lift upto 1.5 M |
| 108 | Carriage of sand, Bajri, stones bricks/ tiles from nearest source to site of work incl. loading, unloading and stacking complete (To be paid as per actual distance involved at site)a) Sand average distance 10 Km by MT |
| 109 | b) Bajri above 40 mm average distance 10 Km by M.T. |
| 110 | c) Bajri Below 40 mm average distance 10 KM by M.T. |
| 111 | d) Stones average distance 10 Km by Mech. Transport. |
| 112 | e) Bricks average distance of 10 Km by Mech, transport. |
| 113 | f) Tiles average distance of 10 km by Mech. Transport. |
| 114 | Carriage of material from stacking place to site of work average 200m by Head Load.a) Sand. |
| 115 | b) Bajri below 40 mm. |
| 116 | c) Stone aggregate 40 mm and above. |
| 117 | d) Stones. |
| 118 | e) Bricks. |
| 119 | f) Brick Tiles |
| 120 | Carraige of Alum from site of stacking up to bed of filtration plant by way of engaging labour |
| 121 | Clearance of GSR/ST/Dug well/OHT/Intake Tank by way of deploying labour and disposal of rubbish as per direction of Engineer-in- charge |
| 122 | Providing and laying cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) All works upto plinth level |
| 123 | Providing and laying cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size ) All works upto plinth level |
| 124 | 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) |
| 125 | Repair of pipe of different dia incl. cost of material and earth work if required |
| 126 | White washing one or more coat on old work |
| 127 | Welding with Gen Set |
| 128 | 6 mm plaster on cement concrete or RCC work with whoite cement based polymer mofified self curing mortar of approved make as per directions of Engineer-In- Charge |
| 129 | Removing white colour wash by scraping and sand papering and preparing the surface smooth incl. necessary repairs to scratches etc. complete. |
| 130 | Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade. |
| 131 | Painting with oil type wood preseroative of approved brand and manufacture an old work (one or more coat) |
| 132 | Renewing glass planes with putty and nail wherever necessary incl. taking out old putty float glass panes of thickness 4.0 mm |
| 133 | Repair to plaster thickness 12mm to 20 mm in patches of area 2.5 sqm incl. cutting patches in proper shape and plastering wall surface with white cement polymer self curing incl. disposal of rubbish. All complete |
| 134 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 135 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 136 | Suspended floors, roofs, landings, balconies and access platforms. |
| 137 | Lintel, beams, plinth beams, girders, bressumers and cantilevers |
| 138 | Columns, pillars, piers, abutments, posts and struts. |
| 139 | Arches, domes, vaults upto 6 m span |
| 140 | Edges of slabs and breaks in floors and walls |
| 141 | Repair of gate by way of welding and other material required |
| 142 | Earth work filling by JCB |
| 143 | Providing and fixing of check valve: a)100 mm dia |
| 144 | b) 80 mm dia |
| 145 | c) 65 mm dia |
| 146 | Providing and fixing of Sluice valve: a)100 mm dia |
| 147 | b) 80 mm dia |
| 148 | c) 65 mm dia |
| 149 | d) 50 mm dia |
| 150 | Providing and fixing of gun metal gate valve: a) 65 mm dia |
| 151 | b) 50 mm dia |
| 152 | c) 40 mm dia |
| 153 | d) 32 mm dia |
| 154 | e) 25 mm dia |
| 155 | f) 20 mm dia |
| 156 | Repair of rod of sluice valves/ GM Gate valves of different diameters including casting etc. ( The rates quoted must include discount on account of cost of damaged/ unserviceable rod as scrap) A) 40 mm dia |
| 157 | B)50 m dia |
| 158 | c) 65 mm dia |
| 159 | D) 80 mm dia |
| 160 | E) 100 mm dia |
| 161 | Engagement of tractor-trolley water tanker for providing drinking water to water stressed areas including cost of POL, hire charges inclusive of salary of Driver, all toll taxes, token and other taxes applicable. |
| 162 | Support Activity: Awaring people by printing of flexes, recording of Audio, Video song complete Job, for educating people in Samba District, organising seminar and providing refreshment etc complete job for invited people , DDC Chairman, BDC Chairman and all members. Seminar meeting and taking audio video, photography, printing of pamphlet and literature for delivery to the attending audience and oil for generator ( 10 Ltrs.) and hiring vehicle as Jal Rath.Complete job on turn key basis |
| 163 | Providing Barricading with G.I pipes Binding wire with Angle Iron post including carriages from Divisional store to site of work and back including loading, unloading and stacking and reopening (complete job) Excluding embedding of angle Post. a) Fitting of G.I Pipe 15 mm dia and 20 mm dia (Taking 50%) 22.25 @ 50% = 11.12 |
| 164 | b) Fitting of G.I Pipe 25 mm dia and 32 mm dia (Taking 50%) 33.70 @ 50% = 16.85 |
| 165 | Dismantling of pipe by way of engaging labour |
| 166 | Carriage of G.I pipe from stacking place to site of work and back to stacking place after dismantling of G.I pipes by way of engaging labour |
| 167 | Carriage of G.I pipe from Divisional Store to site of work and back to Divisional store from site of work incl. loading and unloading of pipe |
| 168 | Provision for Binding wire Please Enable Macros to View BoQ information |
