Haryana Police Housing Corporation Limited has published Construction Of Centralized Mess And Common Mess/ Canteen For All Hap Battalion Stationed At Madhuban Distt . Karnal. Submission Date for this Tender is 04-05-2021. Catering Service Tenders in Karnal Haryana. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Centralized Mess and Common Mess / Canteen for all HAP Battalion Stationed at Madhuban Distt. Karnal | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | CIVIL (HSR PART) | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. (HSR 6.6 + CP 425%) | BI01010001010000000000000515BI0100001113 | 654.82 | %Cum |
| 3 | 3 | Earth filling under floors with surplus soil, excavated from foundation and taken only from outside the building plinth, in 15 cm layers, including ramming watering and consolidating lead upto 30 metres. (HSR 6.13a + CP 370%) | BI01010001010000000000000515BI0100001114 | 436.55 | %Cum |
| 4 | 4 | Clearing grass and removal of the rubbish upto distance of outside the periphery of the area cleared. (HSR 6.27 + CP 370%) | BI01010001010000000000000515BI0100001115 | 3140.94 | % Sqm |
| 5 | 5 | Making holes by cutting cores of appropriate dia in RCC\nfloors and roofs of thickness upto 6” (six inches) for\npassing drain pipe 6” (six inches) internal diameter and\nrepairing the hole after insertion of drain pipe etc.\nincluding finishing complete so as to make it leak proof. (HSR 8.39a) (CP @ 0%) | BI01010001010000000000000515BI0100001116 | 10 | Each |
| 6 | 6 | Making holes by cutting cores of appropriate dia in RCC\nfloors and roofs of thickness upto 6” (six inches) for\npassing drain pipe 4” (four inches) internal diameter and\nrepairing the hole after insertion of drain pipe etc.\nincluding finishing complete so as to make it leak proof. (HSR 8.39b) (CP @ 0%) | BI01010001010000000000000515BI0100001117 | 12 | Each |
| 7 | 7 | Centering and shuttering for flat surfaces sucha as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal (HSR 9.1) (CP 400%)\n1st Storey + note (height more than 4.00 mtetres) | BI01010001010000000000000515BI0100001118 | 1011.93 | Sqm |
| 8 | 8 | 2nd Storey | BI01010001010000000000000515BI0100001119 | 343.76 | Sqm |
| 9 | 9 | 2nd Storey + note (height more than 4.00 mtetres) | BI01010001010000000000000515BI0100001120 | 411.64 | Sqm |
| 10 | 10 | 3rd Storey | BI01010001010000000000000515BI0100001121 | 68.01 | Sqm |
| 11 | 11 | Centring and shuttering for faces of walls, partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters, buttresses etc. (HSR 9.5) (CP @ 400%)\n1st Storey | BI01010001010000000000000515BI0100001122 | 102.67 | Sqm |
| 12 | 12 | 1st Storey + note (height more than 4.00 mtetres) | BI01010001010000000000000515BI0100001123 | 11.95 | Sqm |
| 13 | 13 | 2nd Storey | BI01010001010000000000000515BI0100001124 | 51.21 | Sqm |
| 14 | 14 | 3rd Storey | BI01010001010000000000000515BI0100001125 | 51.21 | Sqm |
| 15 | 15 | Centering and shuttering for sides and soffits of beams hunchings, girders, bressumers and lintels. (HSR 9.7) (CP 400%)\n1st Storey | BI01010001010000000000000515BI0100001126 | 684.71 | Sqm |
| 16 | 16 | 1st Storey + note (height more than 4.00 mtetres) | BI01010001010000000000000515BI0100001127 | 982.37 | Sqm |
| 17 | 17 | 2nd Storey | BI01010001010000000000000515BI0100001128 | 422.96 | Sqm |
| 18 | 18 | 2nd Storey + note (height more than 4.00 mtetres) | BI01010001010000000000000515BI0100001129 | 571.66 | Sqm |
| 19 | 19 | 3rd Storey | BI01010001010000000000000515BI0100001130 | 102.45 | Sqm |
| 20 | 20 | Centering and shuttering for columns (square of rectangular or polygonal in plan) (HSR 9.9) (CP 400%)\n1st Storey | BI01010001010000000000000515BI0100001131 | 44.22 | Sqm |
| 21 | 21 | 1st Storey + note (height more than 4.00 mtetres) | BI01010001010000000000000515BI0100001132 | 63.28 | Sqm |
| 22 | 22 | 2nd Storey | BI01010001010000000000000515BI0100001133 | 287.24 | Sqm |
| 23 | 23 | 2nd Storey + note (height more than 4.00 mtetres) | BI01010001010000000000000515BI0100001134 | 10.24 | Sqm |
| 24 | 24 | 3rd Storey | BI01010001010000000000000515BI0100001135 | 57.66 | Sqm |
| 25 | 25 | 3rd Storey + note (height more than 4.00 mtetres) | BI01010001010000000000000515BI0100001136 | 34.14 | Sqm |
| 26 | 26 | Centring and shuttering for corbel, parapets, fascias and other similar items, including edges. (HSR 9.11 + CP @ 400%)\n2nd Storey | BI01010001010000000000000515BI0100001137 | 137.24 | Sqm |
| 27 | 27 | 3rd Storey | BI01010001010000000000000515BI0100001138 | 209.4 | Sqm |
| 28 | 28 | 3rd Storey + note (height more than 4.00 mtetres) | BI01010001010000000000000515BI0100001139 | 243.77 | Sqm |
| 29 | 29 | Shuttering for faces of concrete foundation and foundation beams (vertical or battering) (HSR 9.13) (CP 400%) | BI01010001010000000000000515BI0100001140 | 318.26 | Sqm |
| 30 | 30 | Cement concrete 1 : 8 : 16 with stone aggregate 40 mm Nominal sie in foundation and plinth. (HSR 10.28 + CP 450%) | BI01010001010000000000000515BI0100001141 | 114.19 | cum |
| 31 | 31 | Cement concrete 1 : 4 : 8 with stone aggregate 40 mm Nominal size in foundation and plinth (HSR 10.39 + CP 450%) | BI01010001010000000000000515BI0100001142 | 79.71 | cum |
| 32 | 32 | Cement concrete 1:1 ½:3 with stone aggregate 20 mm nominal size in first storey upto 4 metres above plinth level, (HSR 10.60 + CP 450%) 1st Storey | BI01010001010000000000000515BI0100001143 | 7.25 | Cum |
| 33 | 33 | 2nd Storey | BI01010001010000000000000515BI0100001144 | 7.25 | Cum |
| 34 | 34 | 3rd Storey | BI01010001010000000000000515BI0100001145 | 7.25 | Cum |
| 35 | 35 | Providing & 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 centring, 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-in-Charge in foundation and plinth. (Note Cement content considered in this item is @ 330 kg/cum) (HSR 10.66) (CP 450%) | BI01010001010000000000000515BI0100001146 | 241.54 | Cum |
| 36 | 36 | Providing & 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 centring, 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-in-Charge in the first storey upto 4 metres above plinth level.. (Note Cement content considered in this item is @ 330 kg/cum). (HSR 10.73) (CP 450%) 1st Storey | BI01010001010000000000000515BI0100001147 | 120.79 | Cum |
| 37 | 37 | 1st Storey + note (height more than 4.00 mtetres) | BI01010001010000000000000515BI0100001148 | 257.92 | Cum |
| 38 | 38 | 2nd Storey | BI01010001010000000000000515BI0100001149 | 346.71 | Cum |
| 39 | 39 | 2nd Storey + note (height more than 4.00 mtetres) | BI01010001010000000000000515BI0100001150 | 218.07 | Cum |
| 40 | 40 | 3rd Storey | BI01010001010000000000000515BI0100001151 | 47.56 | Cum |
| 41 | 41 | 3rd Storey + note (height more than 4.00 mtetres) | BI01010001010000000000000515BI0100001152 | 17.12 | Cum |
| 42 | 42 | Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work, but excluding steel reinforcement, centring and shuttering in first storey upto 4 metres above plinth level. (HSR 10.80 + 10.95a) (CP @ 450%) 1st Storey | BI01010001010000000000000515BI0100001153 | 14.7 | Cum |
| 43 | 43 | 1st Storey + note (height more than 4.00 mtetres) | BI01010001010000000000000515BI0100001154 | 11.54 | Cum |
| 44 | 44 | 2nd Storey | BI01010001010000000000000515BI0100001155 | 12.96 | Cum |
| 45 | 45 | 2nd Storey + note (height more than 4.00 mtetres) | BI01010001010000000000000515BI0100001156 | 3.57 | Cum |
| 46 | 46 | 3rd Storey | BI01010001010000000000000515BI0100001157 | 4.66 | Cum |
| 47 | 47 | Damp proof course 40 mm thick of cement concrete 1:1.5:3 using stone aggregate 20 mm nominal size with 2 coats of bitumen 20/30 penetration, at 1.65 kg per sqm laid hot and sanded., as per HSR 10.114 (C.P.@450%) | BI01010001010000000000000515BI0100001158 | 109 | sqm |
| 48 | 48 | Providing and laying 60mm thick ISI marked interlocking paver blocks (conforming to IS 15658 2006) of all shapes and colours of design mix cement M-35 over a bed of 25mm thick fine sand complete in all respect (HSR 10.158 + CP @ 0%) | BI01010001010000000000000515BI0100001159 | 455.21 | Sqm |
| 49 | 49 | First class brick work laid in cement sand mortar 1:6 in foundation and plinth., as per HSR 11.2 (C.P.@650%) | BI01010001010000000000000515BI0100001160 | 138.14 | cum |
| 50 | 50 | First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinthlevel., as per HSR 11.7(C.P.@650%)\n1st Storey | BI01010001010000000000000515BI0100001161 | 44.29 | Cum |
| 51 | 51 | 1st Storey + note (height more than 4.00 mtetres) | BI01010001010000000000000515BI0100001162 | 8.86 | Cum |
| 52 | 52 | 2nd Storey | BI01010001010000000000000515BI0100001163 | 37.97 | Cum |
| 53 | 53 | 3rd Storey | BI01010001010000000000000515BI0100001164 | 37.97 | Cum |
| 54 | 54 | 11.43 cm thick brick wall laid in cement, sand Mortar 1:4 in super structure. As per HSR 11.48. (a) (CP @ 650%)\n1st storey | BI01010001010000000000000515BI0100001165 | 669.93 | sqm |
| 55 | 55 | 1st Storey + note (height more than 4.00 mtetres) | BI01010001010000000000000515BI0100001166 | 109.74 | sqm |
| 56 | 56 | 2nd storey | BI01010001010000000000000515BI0100001167 | 456.81 | sqm |
| 57 | 57 | 7.62 cm thick brick wall laid in cement sandmortar 1:4 with every alternate course reinforced with hoop-iron in superstru-cture. (HSR 11.50) (CP @ 650%)\n1st Storey | BI01010001010000000000000515BI0100001168 | 6.5 | Rmt |
| 58 | 58 | Providing and Laying Autoclaved Aerated (cellular) concrete light weight blocks (As per IS :2185, Part 3) having density of 550 to 650 kg/m3 and comprehensive strength of 4.0 N/mm2 masonary in non load bearing walls using 100mm thick AAC block complete in all respects. (with polymer modified adhesive of reputed make as approved by Engineer-in-charge in super structure) (HSR 11.104)(CP 0%) 1st Storey | BI01010001010000000000000515BI0100001169 | 523.69 | sqm |
| 59 | 59 | 1st Storey + note (height more than 4.00 mtetres) | BI01010001010000000000000515BI0100001170 | 104.74 | sqm |
| 60 | 60 | 2nd Storey | BI01010001010000000000000515BI0100001171 | 406.03 | sqm |
| 61 | 61 | Terracing consisting of tiles 22.86 cm X 11.43 cm X 3.81 cm, laid over 87.50 mm mud filling, on a layer of 25 mm mud plaster and an other layer of mud mortar for laying the tiles over a polythene film of 100 micron (0.1 mm) thickness with 25 mm thick layer of of fine sand, above and below the polythene film, laid on top of R.C.C., slab, including grouting with cement sand mortar 1:3 and top surface to be left clean. (HSR 13.13+ CP 600%) 3rd Storey | BI01010001010000000000000515BI0100001172 | 273.9 | sqm |
| 62 | 62 | 4th Storey | BI01010001010000000000000515BI0100001173 | 416.47 | sqm |
| 63 | 63 | Top khurra 0.6 m X 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16 (HSR 13.50 + CP 240%) | BI01010001010000000000000515BI0100001174 | 20 | Each |
| 64 | 64 | Supplying and fixing in position G.I. pipe Class ‘B’ spouts in chajjas and cantilevers ( HSR 13.55 + CP 240%)\nd) 40 mm internal dia, G.I. pipe | BI01010001010000000000000515BI0100001175 | 6.1 | Rmt |
| 65 | 65 | Cement concrete 1:1½:3 gola 10 cm X 10 cm quardrant along junction of roof with parapet wall finished smooth, where specially specified., as per HSR 13.64 (C.P.@ 240%) | BI01010001010000000000000515BI0100001176 | 182.93 | Rmt |
| 66 | 66 | P/F PVC rainwater pipe, 6 Kg presure of ISI mark in cement mortar during masonary work, as per HSR 13.89(C.P.@ 20%)\na) 100mm dia PVC pipe | BI01010001010000000000000515BI0100001177 | 176.48 | Rmt |
| 67 | 67 | Providing and fixing PVC bend ISI mark, as per HSR 13.90(C.P.@ 20%) a) 100mm dia PVC Bend | BI01010001010000000000000515BI0100001178 | 32 | Each |
| 68 | 68 | Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping (HSR 14.4 + CP 400%) 1st Storey | BI01010001010000000000000515BI0100001179 | 13.18 | sqm |
| 69 | 69 | 2nd Storey | BI01010001010000000000000515BI0100001180 | 887.96 | sqm |
| 70 | 70 | 3rd Storey | BI01010001010000000000000515BI0100001181 | 61.26 | sqm |
| 71 | 71 | Conglomerate floor 25 mm thick cement concrete topping 1:2:4 (HSR 14.8) (CP @ 400%) 1st Storey | BI01010001010000000000000515BI0100001182 | 13.18 | sqm |
| 72 | 72 | 2nd Storey | BI01010001010000000000000515BI0100001183 | 889.05 | sqm |
| 73 | 73 | 3rd Storey | BI01010001010000000000000515BI0100001184 | 61.26 | sqm |
| 74 | 74 | Precast chequered tiles of 20 mm thickness In ordinary grey cement without chips laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry between joints and over the base in floors, treads of steps and landings., as per HSR 14.45+ note (C.P.@ 400%) | BI01010001010000000000000515BI0100001185 | 200.11 | sqm |
| 75 | 75 | Kotah stone flooring 20 mm to 25 mm thick in any pattern as specified over 12 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing, as per HSR 14.62 (C.P.@250%) Note (i) Single piece of stone to be used in steps of staircase\n(ii) Size of one piece should not be less than 22"x 22"for flooring\n(iii) Kotah stone with spacer joint 1"wide duly finished with marble chips in white cement \n(iv) No extra payment will be made on behalf of above Note (i), (ii) & (iii).\n1st Storey | BI01010001010000000000000515BI0100001186 | 314.83 | sqm |
| 76 | 76 | 2nd Storey | BI01010001010000000000000515BI0100001187 | 89.19 | sqm |
| 77 | 77 | Kotah stone 20 mm thick in skirting risers of steps, dados, pillars and wall facing (lining) in any pattern laid on 12 mm thick cement coarse sand plaster 1:3 laid and jointed with neat cement slurry, mixed with pigment to match the shade of stone including rubbing and polishing including labour for fixing cramps, dowels and pins etc. (HSR 14.66+ CP 250%)\nNote (i) Single piece of stone to be used in steps of staircase\n(ii) Size of one piece should not be less than 22"x 22"for flooring\n(iii) Kotah stone with spacer joint 1"wide duly finished with marble chips in white cement \n(iv) No extra payment will be made on behalf of above Note (i), (ii) & (iii).\n1st Storey | BI01010001010000000000000515BI0100001188 | 47.22 | sqm |
| 78 | 78 | 2nd Storey | BI01010001010000000000000515BI0100001189 | 13.38 | sqm |
| 79 | 79 | Providing and fixing vitrified tiles of size 600x 600mm of approved make in flooring laid in any pattern as spcefied over base of 20mm thick cement coarse sand mortar 1:3 and jointed with while cement slurry mixed with pigment to match the shade to tiles. NOTE:- Tile shall be of premium quality(first qualit) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT, JOHNSONS & RAK AND SIMPOLO (HSR 14.89) (DOUBLE CHARGE) | BI01010001010000000000000515BI0100001190 | 1111.13 | sqm |
| 80 | 80 | Providing and fixing Vitrified tiles of size 600x600mm of approved make in skirting /dado laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to matyh the shade to tiles. NOTE:- Tile shall be of premium quality(first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT, JOHNSONS & RAK AND SIMPOLO (HSR 14.90) (DOUBLE CHARGE) | BI01010001010000000000000515BI0100001191 | 184.76 | sqm |
| 81 | 81 | Providing and fixing ceramic tiles/ anti skid tiles of size of size 400mm x 400mm or above size of approved make in floors, laid in any pattern as specified over base of 20mm thic cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. NOTE:- Tile shall be of premium quality(first qualit) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT, JOHNSONS & RAK AND SIMPOLO (HSR 14.91) (DOUBLE CHARGE) | BI01010001010000000000000515BI0100001192 | 227.04 | sqm |
| 82 | 82 | Providing and fixing 1st quality ceramic glazed wall tiles confirming to I.S 15622 (thickness to be specified by the manufacture) of approved make in all colors, shades except burgundy, bottle green black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12mm thic bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including pointing in white cement mixed with pigment of matching shades complete (HSR 14.92(b) + CP Nill)\n b) size of ceramic Glazed tiles 300mmx 450mm | BI01010001010000000000000515BI0100001193 | 512.78 | sqm |
| 83 | 83 | Providing & laying baroda green marble stone 17mm and above thick flooring included matching the grains of marble slab in any pattern as specified laid over 12mm thick cement sand mortar 1:3 and jointed with white slurry mixed with pigment to match the shade of marble including rubbing and polishing. The sample shall be got approved from Engineer In Charge for all heights/ storey (HSR 14.96 + CP @ 0%) | BI01010001010000000000000515BI0100001194 | 64.31 | Sqm |
| 84 | 84 | 12 mm thick cement plaster 1:4. HSR 15.5 + CP 600%)\n1st Storey | BI01010001010000000000000515BI0100001195 | 600.68 | sqm |
| 85 | 85 | 1st Storey + note (height more than 4.00 mtetres) | BI01010001010000000000000515BI0100001196 | 123.21 | sqm |
| 86 | 86 | 2nd Storey | BI01010001010000000000000515BI0100001197 | 532.77 | sqm |
| 87 | 87 | 3rd Storey | BI01010001010000000000000515BI0100001198 | 180.28 | sqm |
| 88 | 88 | 15 mm thick cement plaster 1:4 on the rough side of single or half brick wall (HSR 15.10 + CP 600%)\n2nd Storey | BI01010001010000000000000515BI0100001199 | 115.39 | sqm |
| 89 | 89 | 2nd Storey + note (height more than 4.00 mtetres) | BI01010001010000000000000515BI0100001200 | 147.83 | sqm |
| 90 | 90 | 3rd Storey | BI01010001010000000000000515BI0100001201 | 117.38 | sqm |
| 91 | 91 | Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete (HSR 16.1 + CP 230%) | BI01010001010000000000000515BI0100001202 | 170.12 | sqm |
| 92 | 92 | Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc. 1st Quality (HSR 16.2 + CP 230%) | BI01010001010000000000000515BI0100001203 | 170.12 | sqm |
| 93 | 93 | Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade.(HSR 16.3 + CP 230%) | BI01010001010000000000000515BI0100001204 | 683.02 | sqm |
| 94 | 94 | Applying priming coat with metal primer on New steel or iron work including preparation of surface.(HSR 16.9 + CP 230%) | BI01010001010000000000000515BI0100001205 | 512.9 | sqm |
| 95 | 95 | Distempering with washable oil bound distemper (of approved manufacture) two coats on new work.(HSR 16.58+ CP 230%) | BI01010001010000000000000515BI0100001206 | 5167.11 | sqm |
| 96 | 96 | Pdg. Two coats of exterior acrylic emulsion paint (HSR 16.79 + CP Nill%) b) 1st quality | BI01010001010000000000000515BI0100001207 | 1817.55 | sqm |
| 97 | 97 | Providing and applying two coats of white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete (HSR 16.81 + CP 230%) | BI01010001010000000000000515BI0100001208 | 1817.55 | sqm |
| 98 | 98 | Supplying and fixing hydraulic door Closer, I.S.I mark, with necessary Screws, etc., complete- (HSR 17.82 + CP 300%)\nc) I.S.I designation no. III (size of door 851 mm to 1000 mm) | BI01010001010000000000000515BI0100001209 | 8 | Each |
| 99 | 99 | Factory manufacture solid flush door and Shutters, with block board core as per I.S. No. 1659-1969 bonded with water poof type phenol formal dehyde synthetic resin, hot-pressed, conforming to I.S. 2202 part I and II, fixed in positon includeing iron hinges, screws, chocks/cleats and stops etc. (excluding the cost of any fittings other than specified above, but including labour for fixing the same in position) (a) commercial veneering with vertical grains or corss bands and face veneer on both sides commercial facing with laminated core and lipped edges:- HSR 17.93-17.18 note + CP 200%) 35mm thick | BI01010001010000000000000515BI0100001210 | 64.05 | sqm |
| 100 | 100 | 25mm thick | BI01010001010000000000000515BI0100001211 | 6.83 | sqm |
| 101 | 101 | Providing and fixing Aluminium work for doors,windods, ventilators and partitins with extruded built up standard tubular sections/appropiate Z sections and other sections of approved make conforming to IS;733 and IS;1285 fixed with raw plugs and screws or withfixing clips or wiht expansion hold fasteners including necessary filling up of gaps at junctions at top, bottom and sidea wiht required neopene felt etc aluminium sections shall be smooth ,rust free staright mitered and jointed mechanically wharever required including clean angle, Aluminium snap beading for glazing/paneling C.P brass/stainless steel screws,all complete. Fixed portion(Anodlized Aluminium transparent or dyed to required shade according to IS;1868,minimum anodic coating of grade AC 15). (HSR 17.95 + CP 15%) | BI01010001010000000000000515BI0100001212 | 450 | Kg |
| 102 | 102 | P/F aluminium works for doors & windows ventilators & partition with extruded built up std. tubular sections / appropraiate Z section and other sections of approved make conforming to IS, 733 and IS :1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners i/c necessary filling up of gaps at junctions, at top, bottom and sides with reqd. neoprene felt etc. aluminium sections shall be smooth, rust free straight mitred and jointed mechanically wherever reqd. i/c cleat angle. Alumin snap beading for glazing / pancilling C.P. brass / stainless steel screws etc. complete (HSR 17.96 + note(i) + CP15%) | BI01010001010000000000000515BI0100001213 | 2400 | Kg |
| 103 | 103 | Providing and fixing glazing in aluminium door, windows, ventilator shutter and partitions etc. with PVC / neoprene gasket etc. complete (cost of aluminium snap beading shall be paid in basic items.) (HSR 17.98(b) + CP 15%)\nb) With float glass panes of 5.0 mm thickness. | BI01010001010000000000000515BI0100001214 | 61.31 | sqm |
| 104 | 104 | Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position (HSR 18.12 + CP 500%) | BI01010001010000000000000515BI0100001215 | 33.68 | Qtl |
| 105 | 105 | Parapet railing of 40 mm internal dia G I pipe class ‘B” as per I.S no. 1239 as hand rail using flats and squre bars as supporting members and base plate welded as per design specified including cutting, welding rods and fixed I position complete in all respect. (HSR 18.13a + CP 500%) | BI01010001010000000000000515BI0100001216 | 12.25 | Qtl |
| 106 | 106 | Steel reinforcement TMT bars FE-500 EQR/EE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/ depths/ storeys/ basements etc.\nNote: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these itesms shall be deemed to be included in the rates for reinforcement. (HSR 18.22)(CP 500%) | BI01010001010000000000000515BI0100001217 | 1309.33 | Qtl |
| 107 | 107 | Supplying and fixing glass panes including special metal sash putty of approved make (HSR 18.30) (CP @ 500%) \nb) glass panes 4 mm thick | BI01010001010000000000000515BI0100001218 | 151.38 | Sqm |
| 108 | 108 | Pressed steel sheet frams ( chowkats), consisting of 2mm thick steel sheet of the specified section, including iron lugs ( hold fasts), iron hinges , confirming to P.W.D. specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts, and finished with one coat of ready-mixed paint red lead non-setting primer, of approved quality, fixed in position including the cost of cement concrete 1;3:6 for filling in the frame, and cement conc. for lugs complete (HSR 18.34 + CP 500%)\nb) Door and window frame of size 76 mm X 38 mm with 35 mm wide single rebate | BI01010001010000000000000515BI0100001219 | 20.8 | Rmt |
| 109 | 109 | c) Door and window frame size 127 mm X 50 mm with 40 mm wide double rebate | BI01010001010000000000000515BI0100001220 | 1004.54 | Rmt |
| 110 | 110 | d) door and window frame of size 114 mm X 50 mm with 40 mm wide double rebate. | BI01010001010000000000000515BI0100001221 | 93.27 | Rmt |
| 111 | 111 | Preparation of sub grade, including trenching, rough dressing of spoil final dressing of earth, to given levels and camber, watering, rolling with road roller, and compacting the bed, as per HSR 24.1 (C.P.@ 370%) | BI01010001010000000000000515BI0100001222 | 1096.22 | %sqm |
| 112 | 112 | Laying brick on end edging lengthwise 22.86 cm deep and 6.83 cm wide including excavation of earth and refilling the excavated soil and compacting along brick edging complete in all respect with other than brick soiling as per HSR 24.6b (C.P. @ 370%) | BI01010001010000000000000515BI0100001223 | 204.22 | Rmt |
| 113 | 113 | TOTAL CIVIL (HSR PART) | BI01010001010000000000000515BI0100001224 | ||
| 114 | 114 | CIVIL (DSR PART) | BI01010001010000000000000515BI0100001225 | ||
| 115 | 115 | Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse\nsand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. (DSR 5.18.1)\n50 mm thick | BI01010001010000000000000515BI0100001226 | 70.96 | Sqm |
| 116 | 116 | Providing and fixing 18 mm thick gang saw cut, mirror polished,\npremoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.\nRaj Nagar Plain white marble/ Udaipur green marble/ Zebra\nblack marble Area of slab upto 0.50 sqm (DSR 8.2.1.1) | BI01010001010000000000000515BI0100001227 | 0.89 | Sqm |
| 117 | 117 | Area of slab upto 0.50 sqm (DSR 8.2.1.2) | BI01010001010000000000000515BI0100001228 | 13.38 | Sqm |
| 118 | 118 | Granite of any colour and shade\nArea of slab upto 0.50 sqm (DSR 8.2.2.1) | BI01010001010000000000000515BI0100001229 | 2.69 | Sqm |
| 119 | 119 | Area of slab over 0.50 sqm (DSR 8.2.2.2) | BI01010001010000000000000515BI0100001230 | 46.76 | Sqm |
| 120 | 120 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. (DSR 8.3.1) Marble work | BI01010001010000000000000515BI0100001231 | 19.51 | Rmt |
| 121 | 121 | Granite work (DSR 8.3.2) | BI01010001010000000000000515BI0100001232 | 228.98 | Rmt |
| 122 | 122 | Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. (DSR 8.4) | BI01010001010000000000000515BI0100001233 | 78.45 | Rmt |
| 123 | 123 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. (DSR 8.5) | BI01010001010000000000000515BI0100001234 | 27 | Each |
| 124 | 124 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). (DSR 9.26) | BI01010001010000000000000515BI0100001235 | 26.01 | sqm |
| 125 | 125 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : (DSR 9.96) (Powder coated) \nNote:- no extra payment will be made for powder coating\n300x16mm | BI01010001010000000000000515BI0100001236 | 10 | Each |
| 126 | 126 | 250x16mm | BI01010001010000000000000515BI0100001237 | 26 | Each |
| 127 | 127 | Providing and fixing aluminium tower bolts ISI marked anodised (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 : (DSR 9.97) (Powder coated) Note:- no extra payment will be made for powder coating \n200 x 10mm | BI01010001010000000000000515BI0100001238 | 37 | Each |
| 128 | 128 | 150x10mm | BI01010001010000000000000515BI0100001239 | 227 | Each |
| 129 | 129 | 100 x 10mm | BI01010001010000000000000515BI0100001240 | 190 | Each |
| 130 | 130 | Providing and fixing aluminium handles ISI marked anodised (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 : (DSR 9.100)(Powder coated) \nNote:- no extra payment will be made for powder coating\n125mm | BI01010001010000000000000515BI0100001241 | 196 | Each |
| 131 | 131 | 100mm | BI01010001010000000000000515BI0100001242 | 190 | Each |
| 132 | 132 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to equired colour and shade, with necessary screws etc. complete. (DSR 9.101.2) | BI01010001010000000000000515BI0100001243 | 41 | Each |
| 133 | 133 | Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. Twin rubber stopper (DSR 9.114) Double strip (horizontal type) | BI01010001010000000000000515BI0100001244 | 9 | Each |
| 134 | 134 | Grouting the joints of flooring tiles having joints of 5mm width using epoxy grout size of tiles 600x600mm complete in all respect (DSR 11.48.2) (DERIVED RATE) | BI01010001010000000000000515BI0100001245 | 1760.52 | Sqm |
| 135 | 135 | Grouting the joints of flooring tiles having joints of 3mm width using epoxy grout size of tiles 400x400mm complete in all respect (DSR 11.48.2) (DERIVED RATE) | BI01010001010000000000000515BI0100001246 | 267.17 | Sqm |
| 136 | 136 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown,\nCat Eye or equivalent. (DSR 11.56.1) | BI01010001010000000000000515BI0100001247 | 486.67 | sqm |
| 137 | 137 | Providing and fixing M.S. holder bat clamps of approved design to\nC.I. or S.C.I. rain water pipes embedded in and including cement\nconcrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse\nsand : 4 graded stone aggregate 20 mm nominal size) and cost of\ncutting holes and making good the walls etc. (DSR 12.38.1)\n100 mm diameter | BI01010001010000000000000515BI0100001248 | 180 | Each |
| 138 | 138 | Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/ per liter respectively conforming to IS: 2547 (Part- 1 & II) 1976, applied on hacked / uneven background such as bare brick/block/ RCC work on walls & ceiling at all floors and locations, finished in smooth line and level etc. complete. (DSR 13.78)\nNote: bond coat should be applied before use of gypsum plaster on ceiling or smooth surface. The bond coat should be same as of gypsum plaster or any other approved brand. No extra payment will be made on account of this. | BI01010001010000000000000515BI0100001249 | 5167.11 | Sqm |
| 139 | 139 | Supplying, stacking, 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 aggregatewatering and compacting to the required density(DSR 16.3 + 16.4)\n53 mm to 22.4 mm size stone aggregate | BI01010001010000000000000515BI0100001250 | 83.49 | Cum |
| 140 | 140 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-III(size range 26.5 mm to 0.075 mm) having CBR Value-20 (DSR 16.78.3) | BI01010001010000000000000515BI0100001251 | 166.97 | Cum |
| 141 | 141 | TOTAL CIVIL (DSR PART) | BI01010001010000000000000515BI0100001252 | ||
| 142 | 142 | CIVIL (NS PART) | BI01010001010000000000000515BI0100001253 | ||
| 143 | 143 | Providing & fixing rustic tiles size 400 x 400mm of approved make in flooring laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles, as per entire satisfaction of Engineer-in-charge.(NS) | BI01010001010000000000000515BI0100001254 | 40.13 | Sqm |
| 144 | 144 | Extra for Granite polish on Kota stone flooring (NS) | BI01010001010000000000000515BI0100001255 | 464.63 | Sqm |
| 145 | 145 | P & F stainless steel wire mess jali of 22 gauge, clear aperture 1.4mm in 304 grade in aluminium door & window in aluminium section including PVC/Neoprone gasket & Labour for fixing (excluding the coast of beading, channel etc, the same will be paid in aluminium work (NS) | BI01010001010000000000000515BI0100001256 | 87.33 | Sqm |
| 146 | 146 | Supply of bricks for edging complete in all respect (NS) | BI01010001010000000000000515BI0100001257 | 1787 | 0% Nos. |
| 147 | 147 | Earth Filling with the earth brought from outside the campus irrespective of any lead, including laying in 15cm layers, watering, compacting and consolidating complete in all respect & to the full satisfaction of engineer in charge (NS) | BI01010001010000000000000515BI0100001258 | 1047.57 | Cum |
| 148 | 148 | Providing & fixing Chiken mesh / Fabric Jali (app. 200 kg per 200 ft/ as per specification with nall and washer on wall, columns and beams etc. before applying plaster to avoid cracks at junction and intermediate of wall complete in all respect (NS) | BI01010001010000000000000515BI0100001259 | 4775.38 | Sqm |
| 149 | 149 | Providing and Fixing mumty door consisting of mild steel angle iron frame 35x35x5mm thick, cross braces 20x5mm @4nos. at each side) and 2 nos. MS flat 50x6mm and covered withMS sheet 16 gauge including locking arrangement (with sliding bolts & T-bolt) (NS) | BI01010001010000000000000515BI0100001260 | 180 | Kg |
| 150 | 150 | Providing and fixing 25 mm thick finished red sand stone both side slightly rounded for partition and shelves in Cupboard (NS) | BI01010001010000000000000515BI0100001261 | 5.52 | Sqm |
| 151 | 151 | Providing and fixing of Stainless steel 25mm oval shape hanging rod heavy quality including S.S wall to wall clamp in cupboard fixing in position complete in all respect (NS) | BI01010001010000000000000515BI0100001262 | 2.74 | Rmt |
| 152 | 152 | Curtain Rod 25 mm of S.S. with 304 grade all Material Wall to wall Latoo complete in all respect (NS) | BI01010001010000000000000515BI0100001263 | 197.21 | Rmt |
| 153 | 153 | Supply and tuffing lawns with selection no.1 grass i/c plouging, dressing complete in all respect (NS) | BI01010001010000000000000515BI0100001264 | 929 | Sqm |
| 154 | 154 | Making Chases in brick work for providing skirting flush with the plaster (NS) | BI01010001010000000000000515BI0100001265 | 2133.6 | Rmt |
| 155 | 155 | Making corbelling with CC 1:1.1/2:3 with stone aggregate 20mm thick nominal size i/c shuttering (NS) | BI01010001010000000000000515BI0100001266 | 192.15 | Rmt |
| 156 | 156 | Extra labour for plaster for any type of corbelling in RCC at top of parapet complete in all respect (NS) | BI01010001010000000000000515BI0100001267 | 192.15 | Rmt |
| 157 | 157 | Providing and fixing 4mm thick Acrylic sheet on toilet flush door etc complete in all respect (NS) | BI01010001010000000000000515BI0100001268 | 8.36 | Sqm |
| 158 | 158 | Providing & fixing M.S. Rod fully threaded with nut bolt and washers in aluminium section window door shutters complete in all respects (NS) | BI01010001010000000000000515BI0100001269 | 143.26 | Rmt |
| 159 | 159 | Providing & Fixing aluminium fittings for door and windows shutters with stainless steel or C.P brass screws of required size complete. (NS)\nSliding Bolt 150 x 12mm | BI01010001010000000000000515BI0100001270 | 2 | Each |
| 160 | 160 | Handle 150mm | BI01010001010000000000000515BI0100001271 | 82 | Each |
| 161 | 161 | Folding Handle 100mm | BI01010001010000000000000515BI0100001272 | 20 | Each |
| 162 | 162 | Eye Hook | BI01010001010000000000000515BI0100001273 | 95 | Each |
| 163 | 163 | Extra for making hole in working slab for gas pipe/ stair railing etc. including finishing complete (NS) | BI01010001010000000000000515BI0100001274 | 102 | Each |
| 164 | 164 | P/F in position coat hook of 6 pegs in toilet/ bedroom i/c cost of screws etc. powder coated complete in all respect (NS) | BI01010001010000000000000515BI0100001275 | 4 | Each |
| 165 | 165 | P/ Fixing 4mm thick ACP sheet for exchaust fan with screws &rawl plug complete in all respect (NS) | BI01010001010000000000000515BI0100001276 | 11.15 | Sqm |
| 166 | 166 | Labour charges for making grooves in double layer plaster of size 25mm x 12mm deep i/c cost of providing scaffolding as per design and drawing, complete in all respect (NS) | BI01010001010000000000000515BI0100001277 | 219.23 | Sqm |
| 167 | 167 | Providing and applying priming coat with exterior primer before provided weather shield exterior paint on outer walls on plastered / brick surface. (NS) | BI01010001010000000000000515BI0100001278 | 1817.55 | Sqm |
| 168 | 168 | TOTAL CIVIL (NS PART) | BI01010001010000000000000515BI0100001279 | ||
| 169 | 169 | PH (HSR PART) | BI01010001010000000000000515BI0100001280 | ||
| 170 | 170 | Excavation for pipelines running under pressure in trenches and pits, in open areas, where disposal of surplus earth is done alongwith the alignement including trimming & dressing sides, levelling of beds of trenches to correct grade, cutting joints holes, cutting trees and bushes, etc., complete in all respect. (HSR 6.8 + CP 370%) a) Without timbering and shorting upto 1.5 metres depth | BI01010001010000000000000515BI0100001281 | 161.31 | % Cum |
| 171 | 171 | Excavation of trenches in streets, lanes or in Open areas for storm sewer, sewers running by Gravity nd manholes to full depths as shown In drawings including shoring timbering of Poling boards, frame System type, dressing to correct Sections and dimensions, according to templates and levels, Dewatering, provision for diversion of traffic, cutting trees and Bushes etc. complete in all respect as per (HSR 6.10 + CP 370%)\na) For depths of excavation not exceeding 3 metres, from ground level. (Excluding side shuttering etc.) | BI01010001010000000000000515BI0100001282 | 127.35 | % Cum |
| 172 | 172 | Making holes by cutting cores of appropriate dia in RCC\nfloors and roofs of thickness upto 6” (six inches) for\npassing drain pipe 4” (four inches) internal diameter and\nrepairing the hole after insertion of drain pipe etc.\nincluding finishing complete so as to make it leak proof. (HSR 8.39b) (CP @ 0%) | BI01010001010000000000000515BI0100001283 | 18 | Each |
| 173 | 173 | Cement concrete 1; 2 ; 4 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR10.41 + CP 450%) | BI01010001010000000000000515BI0100001284 | 32.35 | Cum |
| 174 | 174 | Cutting holes upto 23cm through stone masonary or brick work in cement walls for pipesw and making good including repainting replastering and finishing according to existing finish where required (HSR28.24 + CP300%)\na) 11.43 cm thickness of the walls | BI01010001010000000000000515BI0100001285 | 15 | Each |
| 175 | 175 | b) 22.86 cm thickness of the walls | BI01010001010000000000000515BI0100001286 | 20 | Each |
| 176 | 176 | Cutting holes upto 23 cm square for pipes in floor and roofs of cement concrete reinforced concrete or reinforced brick work and making good including repointing complete in all respect.(HSR 28.26)(CP 300%) b) 115mm thickness of floor or roof | BI01010001010000000000000515BI0100001287 | 6 | Each |
| 177 | 177 | Providing & fixing in brass / gun metal ferrule by drilling & taping cast iron / D.I/ G/I pipe linesof all diameters & making connections etc. complete. (HSR 28.54) (C.P.10%) 10mm dia ferule | BI01010001010000000000000515BI0100001288 | 6 | Each |
| 178 | 178 | Providing and fixing Cast iron Detachable Joints class-15 marked with IS: 8794 for use with A.C/P.V C/CI pipes complete with 2 nos. rubber ringhs marked with IS: 5382 & IS:10292 and appropriate number of nut and bolts markd with IS: 1363 including carriage, loading , unloading etc. complete in all respects to the satisfaction of Engineer-in-Charge. (Excavation will be paid separately) (HSR 28.56) (C.P.10%) 100mm I/D CID JOINT | BI01010001010000000000000515BI0100001289 | 5 | Each |
| 179 | 179 | Providing and fixing Cast iron Detachable Joints class-25 marked with IS: 8794 for use with asbestors rings marked with IS: 5382 & IS: 10292 and appropriate number of nut and bolts marked with IS: 1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the Engineer-in-Charge (Excavation will be paid separately) (HSR 28.57) (C.P.10%) 100mm I/D CID JOINT | BI01010001010000000000000515BI0100001290 | 4 | Each |
| 180 | 180 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and\ncommissioning as per Technical Specifications and as\nper direction of Engineer. Note: E/W to be measured and paid separately. (HSR 28.61) (CP @ 0%) i) 100mm dia | BI01010001010000000000000515BI0100001291 | 185.45 | Rmt |
| 181 | 181 | Providing, lowering, laying, aligning, fixing in position and jointing at all level / depths DI standard specials plain / flanged / socketed confirming to IS-9523-2000 with rubber ring (EPDM / SBR) joints such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.(HSR 28.65) (CP @ 0%) Upto \ni) 300mm dia | BI01010001010000000000000515BI0100001292 | 250 | Kg |
| 182 | 182 | Providing and fixing STEEL BAR EMBEDDED PLASTIC STEPS OF SIZE 263 MM X 165 MM of orange colour, conforming to specifications, in pump chambers, manholes etc.having minimum 3mm thick Polypropylene polymer conforming to IS:10910 encapsulated on 12mm dia ribbed steel bars per IS:1786 (HSR 29.28)(CP 120%) | BI01010001010000000000000515BI0100001293 | 20 | Each |
| 183 | 183 | Masonry Chambers.\nCONSTRUCTION BRICK MASONRY INSPECTION CHAMBER SIZES AS GIVEN BELOW UPTO 0.60 METRE AVERAGE DEPTH in cement mortar 1:5 LIMECONCRETE with 40 percent lime mortar 2:3 in foundation cement concrete 1:2:4 BENCHING 12mm THICK CEMENT PLASTER 1:2 with a floating coat of 1mm thick of neat cement, R.C.C.1:2:4 SLAB 100mm THICK /C.C.TOPPING 50 mm THICK WITHOUT 455 MM x455MM/455MMx610MM INSIDE LIGHT DUTY SFRC frame and cover instead of C.I. INSPECTION CHAMBER COVER AND FRAME weight as per I.S.I. specification painted WITH 3 COATS OF black bitumastic superior paint but inclusive of standard SFRC cover with frame complete as per standard design directed by engr-in-charge. (HSR 29.84 + CP 450%)\na) Size 450 mm x 450 mm inside | BI01010001010000000000000515BI0100001294 | 4 | Each |
| 184 | 184 | b) Size 450 mm x 900 mm inside | BI01010001010000000000000515BI0100001295 | 3 | Each |
| 185 | 185 | c) Size 600 mm x 900 mm inside | BI01010001010000000000000515BI0100001296 | 4 | Each |
| 186 | 186 | Extra over for 0.30 mtr depth of inspection chamber (HSR 29.85) (CP 450%) b) 450 mm x 600 mm | BI01010001010000000000000515BI0100001297 | 3 | per 0.30\ndepth Mtr |
| 187 | 187 | c) 600 mm x 900 mm | BI01010001010000000000000515BI0100001298 | 4 | per 0.30\ndepth Mtr |
| 188 | 188 | Providing , lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382and testing of SPIGOT AND SOCKETTED RCC NP2 MARKED WITH IS: 458-1988 and specials into trenches for all depths including carriage, loading, unloading, staching, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer-in-Charge. (HSR 29.93) (CP @5%)\n300mm dia | BI01010001010000000000000515BI0100001299 | 91.44 | Rmt |
| 189 | 189 | Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole inlcuing carriage loading, unloading stacking handline re-handling etc. complete in all respects to the satisfaction of Engineer-in-Charge. (DSR 29.94) (CP @ 5%)\nType : Extra heavy Duty Set (EHD-35)560 MM Clear Opening. | BI01010001010000000000000515BI0100001300 | 4 | Each |
| 190 | 190 | Providing SALT GLAZED STONE WARE PIPES GRADE 'A' IN STANDARD LENGTH OF 600MM EACH PIPE MARKED WITH IS:651 and their lowering, cutting, jointing and testing as described in HSR item No. 29.38,29.39,29.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer-in-Charge.(HSR 29.95)(CP5%)\ni) 200 mm dia | BI01010001010000000000000515BI0100001301 | 140.21 | Rmt |
| 191 | 191 | ii) 300mm dia | BI01010001010000000000000515BI0100001302 | 91.44 | Rmt |
| 192 | 192 | PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE A RANGE OF THREE URINALS LARGE FLAT BACK OR ANGULAR LIPPED FRONT IN 610 MM HIGH IN VITREOUS CHINA-WARE WITH 10 LITRES CAPACITY BEST INDIAN MAKE C.I. AUTOMATIC FLUSHING CISTERN WITH FITTINGS AND FLUSH PIPE ETC., COMPLETE AS FULLY DESCRIBED IN ITEM NO 30.25 ABOVE. (HSR 30.27 + CP @ 340%) Range of three urinals\n i) White | BI01010001010000000000000515BI0100001303 | 2 | Each |
| 193 | 193 | Providing and fixing 25 mm thick marble backs for the different type of urinals. (HSR 30.40) (CP @ 340%)\nb) VITREOUS CHINAWARE PARTITION PLATE\nLARGE SIZE 835mm x 355 mm\nWhite | BI01010001010000000000000515BI0100001304 | 6 | Each |
| 194 | 194 | PROVIDING AND FIXING IN POSITION INDIAN MAKE (ORDINARY) LAVATORY SUITES Consisting of Lavatory in VITREOUS CHINAWARE size as given Below (to the approval of the Engineer-in-charge) including china plug for tap hole where necessary; R.S or C.I BRACKETS for building into wall including Painting; 32 mm C.P BRASS WASTER WITH C.P brass chain and rubber plug; 15 mm C.P BRASS SCREW DOWN PILLAR TAP WITH Jamnuts or couplings best design ( as approved by the Engineer- In-charge) ALL FITTINGS BEST INDIAN MAKE and; to the approval of the Engineer-in-charge. ALL brass work chromium plated and COMPLETE in all respects INCLUDING cutting and MAKING GOOD THE WALLS FLOORS AND PAINTING OF FITTINGS ETC. HSR 30.41 CP.340%\n iv)Size 550 mm x 400 mm with one tap | BI01010001010000000000000515BI0100001305 | 1 | Each. |
| 195 | 195 | Providing and fixing in position Indian make Pedestal fittings of vitreous Chinaware complete as required by the( Engineer- in- Charge) as per HSR30.44 (i) (C.P.@340%) White | BI01010001010000000000000515BI0100001306 | 1 | Each |
| 196 | 196 | PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE TOWEL RAILS FIXED in with rawlslugs embedded in walls with C.P brass screws. Complete in all respect INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. (HSR 30.68) (CP 340%) a) 25 MM DIA C.P BRASS ADJUSTABLE ii) 600 mm long. | BI01010001010000000000000515BI0100001307 | 12 | Each |
| 197 | 197 | Providing and fixing in position best Indian make Soap dish fixed into wall with C.P brass screws and complete in all respects including cutting and making good the wells etcs. ( HSR 30.70) (CP 340%) a) C.P BRASS\nii) Soap dish small | BI01010001010000000000000515BI0100001308 | 12 | Each |
| 198 | 198 | PROVIDING AND FIXING LEAD INLET CONNECTION WITH BRASS UNION FOR FLUSHING AND WARNING PIPES COMPLETE IN ALL RESPECTS. (HSR 30.93 (CP 300%) c) 15mm alkahene pipe inlet connection | BI01010001010000000000000515BI0100001309 | 54 | Each |
| 199 | 199 | CUTTING CHASE IN BRICK WALLS IN CEMENT OR IN FLOOR FOR EMBEDDING G.I OR H.C.I PIPE LINES AND MAKING GOOD THE SAME TO ITS ORIGINAL CONDITION (HSR 30.95) (CP @ 340%)\na) Size 75 mm x 75 mm | BI01010001010000000000000515BI0100001310 | 95.86 | Rmt |
| 200 | 200 | PROVIDING AND FIXING IN POSITION GULLY TRAPS FIXED IN CEMENT CONCRETE 1:4:8 complete WITH H.C.I GRATING 150 MM X 150 MM CAST IRON COVER WEIGHING APPROXIMATELY 7.26 KG AND FRAME CLEAR OPENING 300 MM X 300 MM and outside size 330 mm x 330 MM AND CHAMBER INCLUDING cost of all brick work in CEMENT MORTSAR 1:5 CEMENT CONCRETE 1:8:16 IN FOUNDATIONS AND CEMENT CONCRETE 1:2:4 IN COPING around C.I cover and frame etc. WITH THREE COATS of black bitumastic superior PAINT of approved manufacture on all C.I work AS PER STANDARD DESIGN, minimum depth of water should be 150 mm with a minimum seal 50 mm. (HSR 30.114) (CP@0%) derived rate\nc) 150 mm internal diameter S.W. gully trap | BI01010001010000000000000515BI0100001311 | 12 | Each |
| 201 | 201 | Providing and fixing HDPE WATER STORAGE TANKS of Sintex, Diplast, O.K Supreme make with covers/ lids marked with IS: 12701 on roof top of buildings including cost of hoisting and placing in position, making connections with inlet and outlet pipes, providing overflow & scour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respects to the satisfaction of Enginer in charge. (HSR 30.119) (CP 0%) \n500 Ltrs. | BI01010001010000000000000515BI0100001312 | 1 | Each |
| 202 | 202 | 1000 Ltrs. | BI01010001010000000000000515BI0100001313 | 2 | Each |
| 203 | 203 | TOTAL PH (HSR PART) | BI01010001010000000000000515BI0100001314 | ||
| 204 | 204 | PH (DSR PART) | BI01010001010000000000000515BI0100001315 | ||
| 205 | 205 | Providing and fixing water closet squatting pan (Indian type W.C.\npan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: \nWhite Vitreous china Orissa pattern W.C. pan of size\n580x440 mm with integral type foot rests (DSR 17.1.1) | BI01010001010000000000000515BI0100001316 | 1 | Each |
| 206 | 206 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer-in-charge (DSR 17.16A) | BI01010001010000000000000515BI0100001317 | 10 | Each |
| 207 | 207 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe (DSR 17.28.1.1) 32 mm dia | BI01010001010000000000000515BI0100001318 | 26 | Each |
| 208 | 208 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.\n450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms (DSR 17.73) | BI01010001010000000000000515BI0100001319 | 10 | Each |
| 209 | 209 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc. complete. (DSR 17.78) | BI01010001010000000000000515BI0100001320 | 10 | Each |
| 210 | 210 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall (DSR 18.7) 20 mm nominal outer dia Pipes | BI01010001010000000000000515BI0100001321 | 12.27 | Rmt |
| 211 | 211 | 25 mm nominal outer dia Pipes | BI01010001010000000000000515BI0100001322 | 15.5 | Rmt |
| 212 | 212 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc. (DSR 18.8) 20 mm nominal outer dia Pipes | BI01010001010000000000000515BI0100001323 | 35.05 | Rmt |
| 213 | 213 | 25 mm nominal outer dia Pipes | BI01010001010000000000000515BI0100001324 | 74.37 | Rmt |
| 214 | 214 | 32 mm nominal outer dia Pipes | BI01010001010000000000000515BI0100001325 | 89.92 | Rmt |
| 215 | 215 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work (DSR 18.9) \n40 mm nominal outer dia Pipes | BI01010001010000000000000515BI0100001326 | 144.78 | Rmt |
| 216 | 216 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore (DSR 18.49.1) | BI01010001010000000000000515BI0100001327 | 11 | Each |
| 217 | 217 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore (DSR 18.50.1) | BI01010001010000000000000515BI0100001328 | 23 | Each |
| 218 | 218 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore (DSR 18.51.1.) | BI01010001010000000000000515BI0100001329 | 2 | Each |
| 219 | 219 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 \n15mm nominal bore (DSR 18.531.) | BI01010001010000000000000515BI0100001330 | 60 | Each |
| 220 | 220 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. (DSR 18.53A) | BI01010001010000000000000515BI0100001331 | 75 | Each |
| 221 | 221 | Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. \n20 mm nominal bore, 152mm long, weighing not less than 440 gms (DSR 18.62.3) | BI01010001010000000000000515BI0100001332 | 1 | Each |
| 222 | 222 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms (DSR 18.62.3) | BI01010001010000000000000515BI0100001333 | 5 | Each |
| 223 | 223 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.(DSR 18.75)\n20 mm nominal bore, weighing not less than 40 gms | BI01010001010000000000000515BI0100001334 | 24 | Each |
| 224 | 224 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D- 2.5\nRectangular shape 600x450 mm internal\ndimensions (DSR 19.19.1.1) | BI01010001010000000000000515BI0100001335 | 4 | Each |
| 225 | 225 | Square shape 450 mm internal dimensions (DSR 19.19.1.2) | BI01010001010000000000000515BI0100001336 | 4 | Each |
| 226 | 226 | TOTAL PH (DSR PART) | BI01010001010000000000000515BI0100001337 | ||
| 227 | 227 | PH (NS PART) | BI01010001010000000000000515BI0100001338 | ||
| 228 | 228 | Providing and fixing of under counter wash basin of size 550x405mm cera make of camry 1034 complete in fixed in position (NS) | BI01010001010000000000000515BI0100001339 | 23 | Each |
| 229 | 229 | P/F zinc coated clamp 90mm to 110mm dia i/c cost of 12mm screw G.I. rod and fastner in RCC roof etc. complete in all respect (NS) | BI01010001010000000000000515BI0100001340 | 18 | Each |
| 230 | 230 | Providing and fixing CPVC ball valve/ gate valve (union type) with of approved quality complete in all respect 20mm dia | BI01010001010000000000000515BI0100001341 | 8 | Each |
| 231 | 231 | 25mm dia | BI01010001010000000000000515BI0100001342 | 4 | Each |
| 232 | 232 | 32mm dia | BI01010001010000000000000515BI0100001343 | 2 | Each |
| 233 | 233 | 40mm dia | BI01010001010000000000000515BI0100001344 | 2 | Each |
| 234 | 234 | Providing & fixing SWR PVC pipe classic type ‘B’ and specials ISI marked and rubber ring with solvent complete in all respect (NS) | BI01010001010000000000000515BI0100001345 | ||
| 235 | 235 | a) 90mm dia pipe | BI01010001010000000000000515BI0100001346 | 93.57 | Rmt |
| 236 | 236 | Special for 90 mm dia pipe\ni) Vent Cowel with Jali | BI01010001010000000000000515BI0100001347 | 6 | Each |
| 237 | 237 | ii) Pipe Clip/ Clamp | BI01010001010000000000000515BI0100001348 | 20 | Each |
| 238 | 238 | iii) Coupler/ Socket | BI01010001010000000000000515BI0100001349 | 10 | Each |
| 239 | 239 | iv) Bend with Door | BI01010001010000000000000515BI0100001350 | 8 | Each |
| 240 | 240 | v) Single T | BI01010001010000000000000515BI0100001351 | 4 | Each |
| 241 | 241 | vi) Single T with Door | BI01010001010000000000000515BI0100001352 | 8 | Each |
| 242 | 242 | vii) Single Y with Door | BI01010001010000000000000515BI0100001353 | 2 | Each |
| 243 | 243 | viii) Nanhi Trap with Jali (110x110mm) | BI01010001010000000000000515BI0100001354 | 25 | Each |
| 244 | 244 | b)110mm dia pipe | BI01010001010000000000000515BI0100001355 | 147.22 | Rmt |
| 245 | 245 | Special for 110 mm dia pipe\ni) Vent Cowel with Jali | BI01010001010000000000000515BI0100001356 | 6 | Each |
| 246 | 246 | ii) Pipe Clip/ Clamp | BI01010001010000000000000515BI0100001357 | 20 | Each |
| 247 | 247 | iii) Coupler/ Socket | BI01010001010000000000000515BI0100001358 | 10 | Each |
| 248 | 248 | iv) Bend with Door | BI01010001010000000000000515BI0100001359 | 4 | Each |
| 249 | 249 | v) Single T | BI01010001010000000000000515BI0100001360 | 6 | Each |
| 250 | 250 | vi) Single T with Door | BI01010001010000000000000515BI0100001361 | 6 | Each |
| 251 | 251 | vii) Single Y with Door | BI01010001010000000000000515BI0100001362 | 2 | Each |
| 252 | 252 | viii) P-Trap (DS) 110x110mm | BI01010001010000000000000515BI0100001363 | 4 | Each |
| 253 | 253 | d) 75mm dia pipe | BI01010001010000000000000515BI0100001364 | 19.2 | Rmt |
| 254 | 254 | Providing and fixing C.P. jali with frame complete in all respect. (NS) | BI01010001010000000000000515BI0100001365 | 30 | Each |
| 255 | 255 | Pdg.and fixing in position 5mm thick looking mirror bevelled on sides fixing in position with necessary C.P. screws and washer complete (NS) | BI01010001010000000000000515BI0100001366 | 6.69 | Each |
| 256 | 256 | Providing and Fixing in position C.P. Swan Neck Pillar cock on counter wash basin i/c making hole in slab and marble make Jaquar or equivalent (NS) | BI01010001010000000000000515BI0100001367 | 5 | Each |
| 257 | 257 | TOTAL PH (NS PART) | BI01010001010000000000000515BI0100001368 | ||
| 258 | 258 | DISMANTLING PART (BARRACK & CINEMA HALL) | BI01010001010000000000000515BI0100001369 | ||
| 259 | 259 | Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing (HSR 8.5) + (CP @ 550%)\nb) In cement\n1st storey | BI01010001010000000000000515BI0100001370 | 519.19 | Cum |
| 260 | 260 | 2nd Storey | BI01010001010000000000000515BI0100001371 | 277.48 | Cum |
| 261 | 261 | 3rd Storey | BI01010001010000000000000515BI0100001372 | 84.67 | Cum |
| 262 | 262 | Dismantling Concrete (HSR 8.6) + (CP @ 550%)\ne) reinforced cement concrete with cleaning and straghtening and cutting of bars if required.\n1st Storey | BI01010001010000000000000515BI0100001373 | 120.54 | Cum |
| 263 | 263 | 2nd Storey | BI01010001010000000000000515BI0100001374 | 96.42 | Cum |
| 264 | 264 | Dismantling Roofing (HSR 8.8) + (CP @ 550%)\nb) second class mud roofing with brick tiles, precast C.C. tiles or stone slabs. | BI01010001010000000000000515BI0100001375 | 566.26 | Sqm |
| 265 | 265 | g) demolishing mud phaska in tile terracing. | BI01010001010000000000000515BI0100001376 | 26.62 | Cum |
| 266 | 266 | Stripping and stacking iron sheets of a roof, including ridging, Flashing, eaves boards, gutters and down pipes. (HSR 8.11+8.13) (CP @ 550%) | BI01010001010000000000000515BI0100001377 | 850.59 | Sqm |
| 267 | 267 | Dismantling asbestos cement celotax or other hard-board ceiling or Partition walls including supporting timber (HSR 8.15) (CP @ 550%) | BI01010001010000000000000515BI0100001378 | 682.81 | Sqm |
| 268 | 268 | Removing doors and windows (wooden and steel) together with the Dismantling of walls:- (HSR 8.17) + (CP @ 550%) a) Door | BI01010001010000000000000515BI0100001379 | 26 | Each |
| 269 | 269 | b) Window | BI01010001010000000000000515BI0100001380 | 94 | Each |
| 270 | 270 | Removing door and windows (wood and steel) with chowkats by making Recesses in walls when the wall is not to be dismantled:- (HSR 8.18) + (CP @ 550%)\nc) Clerestory windows | BI01010001010000000000000515BI0100001381 | 88 | Each |
| 271 | 271 | Dismantling steel work upto a height between ridge and floor level upto 5 metres in single section including dismembering:- (HSR 8.21) + (CP @ 550%) a) R.S. Joists | BI01010001010000000000000515BI0100001382 | 21.09 | Qtl |
| 272 | 272 | b) channels, angles, tees and flats. | BI01010001010000000000000515BI0100001383 | 3.9 | Qtl |
| 273 | 273 | Dismantling steel work upto a height of 5 metres in built up section in angles, Tees, flats and channels including all gusset plates, bolts, nuts, beading etc. (HSR 8.22) (CP @ 500%) a) including dismembering | BI01010001010000000000000515BI0100001384 | 49.43 | Qtl |
| 274 | 274 | Dismantling cement conglomerate/terrazzo floors 25 mm to 50 mm Thick including concrete base (HSR 8.25) + (CP @ 550%) | BI01010001010000000000000515BI0100001385 | 1250.8 | Sqm |
| 275 | 275 | Dismantling brick or flagged stone slab flooring including Concrete base. (HSR 8.27) (CP @ 550%) | BI01010001010000000000000515BI0100001386 | 910.35 | Sqm |
| 276 | 276 | TOTAL DISMANTLING PART (BARRACK & CINEMA HALL) | BI01010001010000000000000515BI0100001387 | ||
| 277 | 277 | RECOVERY PART (BARRACK & CINEMA HALL) | BI01010001010000000000000515BI0100001388 | ||
| 278 | 278 | Brick | BI01010001010000000000000515BI0100001389 | 265151 | 0% Nos. |
| 279 | 279 | Brick bats | BI01010001010000000000000515BI0100001390 | 365.48 | Cum |
| 280 | 280 | Steel | BI01010001010000000000000515BI0100001391 | 17356.8 | Kgs |
| 281 | 281 | Door | BI01010001010000000000000515BI0100001392 | 26 | Each |
| 282 | 282 | Window | BI01010001010000000000000515BI0100001393 | 94 | Each |
| 283 | 283 | Structural steel | BI01010001010000000000000515BI0100001394 | 66.98 | Qtl |
| 284 | 284 | PVC Door | BI01010001010000000000000515BI0100001395 | 24 | Each |
| 285 | 285 | CB Window | BI01010001010000000000000515BI0100001396 | 64 | Each |
| 286 | 286 | Pressed steel Door & Window Chowkhats | BI01010001010000000000000515BI0100001397 | 120 | Each |
| 287 | 287 | G.I. Sheet 10'-0" x 3'-3" | BI01010001010000000000000515BI0100001398 | 62 | Each |
| 288 | 288 | G.I. Sheet 10'-0" x 2'-6" | BI01010001010000000000000515BI0100001399 | 19 | Each |
| 289 | 289 | G.I. Sheet 35'-0" x 3'-3" | BI01010001010000000000000515BI0100001400 | 65 | Each |
| 290 | 290 | TOTAL RECOVERY PORTION (BARRACK & CINEMA HALL) | BI01010001010000000000000515BI0100001401 | ||
| 291 | 291 | DISMANTLING PART (COMMON TOILETS) | BI01010001010000000000000515BI0100001402 | ||
| 292 | 292 | Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing (HSR 8.5) + (CP @ 550%)\nb) In cement | BI01010001010000000000000515BI0100001403 | 82.7 | Cum |
| 293 | 293 | Dismantling Concrete (HSR 8.6) + (CP @ 550%)\ne) reinforced cement concrete with cleaning and straghtening and cutting of bars if required. | BI01010001010000000000000515BI0100001404 | 24.62 | Cum |
| 294 | 294 | Dismantling steel work upto a height of 5 metres in built up section in angles, Tees, flats and channels including all gusset plates, bolts, nuts, beading etc. (HSR 8.22) (CP @ 500%) a) including dismembering | BI01010001010000000000000515BI0100001405 | 30.95 | Qtl |
| 295 | 295 | TOTAL DISMANTLING PART (COMMON TOILETS) | BI01010001010000000000000515BI0100001406 | ||
| 296 | 296 | RECOVERY PART (COMMON TOILETS) | BI01010001010000000000000515BI0100001407 | ||
| 297 | 297 | Brick | BI01010001010000000000000515BI0100001408 | 23818 | 0% Nos. |
| 298 | 298 | Brick bats | BI01010001010000000000000515BI0100001409 | 33.08 | Cum |
| 299 | 299 | Steel | BI01010001010000000000000515BI0100001410 | 1969.6 | Kgs |
| 300 | 300 | Structural steel | BI01010001010000000000000515BI0100001411 | 27.85 | Qtl |
| 301 | 301 | PVC Door | BI01010001010000000000000515BI0100001412 | 26 | Each |
| 302 | 302 | TOTAL RECOVERY PORTION (COMMON TOILETS) | BI01010001010000000000000515BI0100001413 | ||
| 303 | 303 | ROAD (HSR PART) | BI01010001010000000000000515BI0100001414 | ||
| 304 | 304 | P/F PVC rainwater pipe, 6 Kg presure of ISI mark in cement mortar during masonary work, as per HSR 13.89(C.P.@ 20%)\nb) 150mm dia PVC pipe | BI01010001010000000000000515BI0100001415 | 36.58 | Rmt |
| 305 | 305 | Design mix cement concrete of grade M-25 with minimum cement contents 300 kg/ cum in foundation and plinth (HSR 10.66) (CP 450%) | BI01010001010000000000000515BI0100001416 | 48.11 | Cum |
| 306 | 306 | Pre-cast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface indluding from work, placing and fixing in position, complete at the ground level or in first storey (HSR 10.77 + 10.95a) (CP @ 450%) | BI01010001010000000000000515BI0100001417 | 4.53 | Cum |
| 307 | 307 | Pdg. Two coats of exterior acrylic emulsion paint (HSR 16.79 + CP Nill%) b) 1st quality | BI01010001010000000000000515BI0100001418 | 24.15 | sqm |
| 308 | 308 | Providing and applying two coats of white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete (HSR 16.81 + CP 230%) | BI01010001010000000000000515BI0100001419 | 24.15 | sqm |
| 309 | 309 | Preparation of sub grade, including trenching, rough dressing of spoil final dressing of earth, to given levels and camber, watering, rolling with road roller, and compacting the bed, as per HSR 24.1 (C.P.@ 370%) | BI01010001010000000000000515BI0100001420 | 353.02 | %sqm |
| 310 | 310 | TOTAL ROAD (HSR PART) | BI01010001010000000000000515BI0100001421 | ||
| 311 | 311 | ROAD (DSR PART) | BI01010001010000000000000515BI0100001422 | ||
| 312 | 312 | Supplying, stacking, 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 aggregatewatering and compacting to the required density(DSR 16.3 + 16.4)\n53 mm to 22.4 mm size stone aggregate | BI01010001010000000000000515BI0100001423 | 26.89 | Cum |
| 313 | 313 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-III(size range 26.5 mm to 0.075 mm) having CBR Value-20 (DSR 16.78.3) | BI01010001010000000000000515BI0100001424 | 53.77 | Cum |
| 314 | 314 | TOTAL ROAD (DSR PART) | BI01010001010000000000000515BI0100001425 | ||
| 315 | 315 | ROAD (NS PART) | BI01010001010000000000000515BI0100001426 | ||
| 316 | 316 | Providing and applying priming coat with exterior primer before provided weather shield exterior paint on outer walls on plastered / brick surface. (NS) | BI01010001010000000000000515BI0100001427 | 24.15 | Sqm |
| 317 | 317 | Earth Filling with the earth brought from outside the campus irrespective of any lead, including laying in 15cm layers, watering, compacting and consolidating complete in all respect & to the full satisfaction of engineer in charge (NS) | BI01010001010000000000000515BI0100001428 | 449.97 | Cum |
| 318 | 318 | Finishing of the laid cement concrete with vacuum dewatering system, surface vibrator and fine trowel complete in all respect (Trimix) (NS) | BI01010001010000000000000515BI0100001429 | 984.74 | Sqm |
| 319 | 319 | Providing 50mm x 4mm size groove as expansion joint in concrete pavement by mechanical cutter, complete in all respect (NS) | BI01010001010000000000000515BI0100001430 | 457.2 | Rmt |
| 320 | 320 | TOTAL ROAD (NS PART) | BI01010001010000000000000515BI0100001431 | ||
| 321 | 321 | HORTICULTURE PORTION | BI01010001010000000000000515BI0100001432 | ||
| 322 | 322 | Supply, laying, planting, watering and leveling of earth of selection no. 1 grass including good fertilize earth, manure etc. complete | BI01010001010000000000000515BI0100001433 | 1393.5 | Sqm |
| 323 | 323 | Bottle Palm 6' | BI01010001010000000000000515BI0100001434 | 25 | Each |
| 324 | 324 | Toping bottle brush 7' | BI01010001010000000000000515BI0100001435 | 25 | Each |
| 325 | 325 | Cycus revoluta 4' | BI01010001010000000000000515BI0100001436 | 8 | Each |
| 326 | 326 | Phonix Palm 3' | BI01010001010000000000000515BI0100001437 | 15 | Each |
| 327 | 327 | Ficus 4' | BI01010001010000000000000515BI0100001438 | 50 | Each |
| 328 | 328 | Rhapis Palm 3' | BI01010001010000000000000515BI0100001439 | 25 | Each |
| 329 | 329 | Inermy hedge 1/2' | BI01010001010000000000000515BI0100001440 | 2500 | Each |
| 330 | 330 | Ficus Panda Hedge 1/2' | BI01010001010000000000000515BI0100001441 | 1000 | Each |
| 331 | 331 | Juniperuf 5' | BI01010001010000000000000515BI0100001442 | 15 | Each |
| 332 | 332 | Supply of earthen pots at site 30x30cm with healthy plants soil fertilizer etc. | BI01010001010000000000000515BI0100001443 | 40 | Each |
| 333 | 333 | Providing and fixing RCC benches\nSpecifications:-\n• Each bench consists of 2 Nos. base support grey cement in white colour (thickness: 85 mm, Back height:890 mm, Front height:450mm, and Base width:690mm) and 1 nos. reinforced concrete plank in green/red colour of size 1500mm X 400mm X 50mm, and 1 no. of reinforced concrete plank in green/red colour of size 1500mm X 425mm X 50mm\n• Spicafcation of Ranforcement 4 nos TMT Bar of 12 mm Dia 1450mm long and 11 nos Bar of 8 mm in 360 mm in RCC plank (1500x425x50mm) 3 nos TMT Bar 12 mm Dia 1450 mm long and 11 nos Bar 8 mm Dia 390 mm long in RCC plank (1500x425x50mm) 4 nos of 6 mm dia shape of base support jointed together 4 mm 8 nos Ring Each base support\n• Overall Dimensions: Seating length of the Bench:1500 mm, Seating height of the Bench:450 mm, Total height of the Bench:890 mm\n• Manufactured by using M-30 grade of Concrete using vibro compaction process | BI01010001010000000000000515BI0100001444 | 5 | Each |
| 334 | 334 | TOTAL (HORTICULTURE WORK) | BI01010001010000000000000515BI0100001445 | ||
| 335 | 335 | FIRE FIGHTING PART | BI01010001010000000000000515BI0100001446 | ||
| 336 | 336 | Providing and fixing of 4.5 kgs capacity CO2 gas type ISI marked fire extinguisher IS: 15683 complete as required complete in all respect with the entire satisfaction of Engineer-In-charge. (Make:Omex/Life Guard/ Minimax/ Ceas fire). (NS item) | BI01010001010000000000000515BI0100001447 | 25 | Each |
| 337 | 337 | Providing and fixing of 4 kgs capacity ABC stored pressure type ISI marked fire extinguisher IS:15683 complete in all respect with the entire satisfaction of Engineer-In-charge. (Make: Omex / Life Guards / Minimax/ Ceas fire). (NS item) | BI01010001010000000000000515BI0100001448 | 25 | Each |
| 338 | 338 | TOTAL FIRE FIGHITING PART | BI01010001010000000000000515BI0100001449 | ||
| 339 | 339 | RAIN WATER HARVESTING SYSTEM | BI01010001010000000000000515BI0100001450 | ||
| 340 | 340 | Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. (HSR 6.6 + CP 425%) | BI01010001010000000000000515BI0100001451 | 15.66 | %Cum |
| 341 | 341 | Excavation for pipelines running under pressure In trenches and pits, in streets & lanes including Trimming and dressing sides, leveling of beds of trenches to correct Grade, cutting joint holes, cutting rrees and bushes etc., refilling Consolidation and watering of refill, in 15 cm layers and Restoration of unmetalled or unpaved surfcae To its original conditon, including the cost of dewatering Of rain water, diversion of traffic, nigh signals, fixing caution boards, Crossing over trenches for access to the houses, washing, financing, etc.,And disposal of surplus soil outside and inside theTown involving lead upto one km in ordinary soil. (HSR 6.9 + CP 370%) a) without timbering and shoring upto 1.5 metres depth | BI01010001010000000000000515BI0100001452 | 15.75 | %Cum |
| 342 | 342 | b)with timbering and shoring:\nii) Exceeding 1.5 metres dept, but upto 2.25 metres depth. | BI01010001010000000000000515BI0100001453 | 7.88 | %Cum |
| 343 | 343 | iii) Exceeding 2.25 metres depth, but upto 3.00 metres depth. | BI01010001010000000000000515BI0100001454 | 7.88 | %Cum |
| 344 | 344 | vi) Exceeding 3 metres depth, but upto 4.5 metres depth | BI01010001010000000000000515BI0100001455 | 10.5 | %Cum |
| 345 | 345 | Earth filling under floors with surplus soil, excavated from foundation and taken only from outside the building plinth, in 15 cm layers, including ramming watering and consolidating lead upto 30 metres. (HSR 6.13 + CP @ 370%) | BI01010001010000000000000515BI0100001456 | 40 | %Cum |
| 346 | 346 | Cement concrete 1 : 4 : 8 with stone aggregate 20 mm Nominal size in foundation and plinth. (HSR 10.38 + CP @ 450%) | BI01010001010000000000000515BI0100001457 | 0.35 | Cum |
| 347 | 347 | Cement concrete 1; 2 ; 4 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.41 + CP @ 450%) | BI01010001010000000000000515BI0100001458 | 0.1 | Cum |
| 348 | 348 | First class brick work laid in cement, stone dust (from crusher) mortar 1:5 in foundation and plinth. (HSR 11.23 + CP @650%) | BI01010001010000000000000515BI0100001459 | 0.9 | Cum |
| 349 | 349 | 12 mm thick cement plaster 1:3 with Cement rendering on plaster 1 mm thick. (HSR 15.4 + 15.75) (CP @ 600%) | BI01010001010000000000000515BI0100001460 | 3 | Sqm |
| 350 | 350 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. (DSR 23.1.1.1) All types of soil 300 mm dia | BI01010001010000000000000515BI0100001461 | 30 | Rmt |
| 351 | 351 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings& accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (DSR 23.3.2) b) 150 mm nominal size dia | BI01010001010000000000000515BI0100001462 | 18 | Rmt |
| 352 | 352 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (DSR 23.4.2)\n150 mm nominal size dia | BI01010001010000000000000515BI0100001463 | 12 | Rmt |
| 353 | 353 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (DSR 23.5) | BI01010001010000000000000515BI0100001464 | 1.19 | Cum |
| 354 | 354 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads& lifts, all complete as per direction of Engineer -in-charge. (DSR 23.7) | BI01010001010000000000000515BI0100001465 | 1.39 | Cum |
| 355 | 355 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in-charge. (DSR 23.8) | BI01010001010000000000000515BI0100001466 | 3.18 | Cum |
| 356 | 356 | Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. (DSR 23.12) | BI01010001010000000000000515BI0100001467 | 5 | Hour |
| 357 | 357 | Providing and fixing of non woven Geotextile having thickness of 400 gsm, having minimun tear Strength of 250 ASTM D4533, width wise at least 215 ASTM D4533 having puncture strength of 1550 plus as per ASTM D6241 Having elongation at Break % of 57 plus as per ASTM D 4595 in Two layers, made out of long fibers to hold the modules including cutting, sizing, heat welding and needle punched for high porosity and proper percolation. Complete as per entire satisfaction of engineer-in-charge \nFormula : 2X (2(LxB)+2(BxH)+2(HxL)) Layers+25% overlap (NS) | BI01010001010000000000000515BI0100001468 | 70 | Sqm |
| 358 | 358 | Providing & Fixing of Co-polymer based rainwater harvesting structure including supply of crosswave of size 494 mm x 494 mm x220mm with minimum void ratio of 94.7% having a weight of 1.8 kg and spacers having size of 988 mm x 240 mm x 25 mm having a weight of 0.8 kg of approved make and arranging the same in as directed by the engineer-in-charge and in complete accordance to the design, drawings as per entire satisfaction of Engineer -in-charge (NS) | BI01010001010000000000000515BI0100001469 | 10 | Cum |
| 359 | 359 | Providing and fixing of CGWB/GRIHA approved Pure Rain Filters with extensions as required desilting suspended solid catcher made out of FRP and strainers including bucket of SS 304 grade with long fiber foam size around 600mm dia, filtration capacity 40 kiloliters per hour with porosity of 600 microns filter complete in accordance to the desgin , drawing and specification complete as per entire satisfaction of Engineer-in-Charge. Size of FIlter 780 mm Dia, 800 mm height (NS) | BI01010001010000000000000515BI0100001470 | 1 | Each |
| 360 | 360 | Supplying and fixing of 300 mm supreme UPVC Pipe 315mm O/D conforming toI.S 4985-81 Dated-12/12/2013,I.S marked having 6 KG per centimeter square Pressure i.e. excavation, refilling for providing proper loop from catch pit to filter /filter to cross wave as per entire satisfaction of Engineer in charge. (from chamber to Filter to tank) (NS) | BI01010001010000000000000515BI0100001471 | 6 | Rmt |
| 361 | 361 | Providing and Fixing of Medium Duty SFRC cover of required size with perforated slots over gully chamber. All as per requirments and direction of Engineer-in-charge. (NS) | BI01010001010000000000000515BI0100001472 | 1 | Each |
| 362 | 362 | TOTAL RAIN WATER HARVESTING SYSTEM | BI01010001010000000000000515BI0100001473 | ||
| 363 | 363 | Electrical (HSR PART)\nSupply and erection of moulded case circuit breakers on wall or on existing pedestal including bonding to earth and necessary connections. As per HSR 31.12 (c) CP@75%\ni) 15 amp.to 60 amp. 415 V ,10 KA 3-phase. | BI01010001010000000000000515BI0100001474 | 2 | Each |
| 364 | 364 | ii)100 amp.to 220 amp.415 V,10 KA 3-phase. | BI01010001010000000000000515BI0100001475 | 2 | Each |
| 365 | 365 | Main Switches\n S/E of miniature circuit breaker/isolator 240/415 Voltage in existing distribution board i/c making necessary connection. As per HSR 31.17 CP 40%\nii) SPMCB 6 Amp to 32 Amp | BI01010001010000000000000515BI0100001476 | 96 | Each |
| 366 | 366 | iii) TP MCB of 9 KA breaking capacity 40 amp. to 63 amp. | BI01010001010000000000000515BI0100001477 | 2 | Each |
| 367 | 367 | TPN MCB of 9 KA breaking capacity 40 amp. to 63 amp. | BI01010001010000000000000515BI0100001478 | 2 | Each |
| 368 | 368 | Supply and erection of Fittings and Accessories. As per HSR 31.18 CP 200%\nxi) Bakelite angle/straight button holder Large size. | BI01010001010000000000000515BI0100001479 | 34 | Each |
| 369 | 369 | xxvi) Supply and erection of hexagonal M.S box 1.60 mm thick having each side 8 cms 7.5 cms deep top covered with M.S lid by means of screws including 10 mm dia 30 cm long mild steel rod made into suitable Suspension hook and erected in R.C.C slab for erection of fan, the bottom covered with 3 mm thick bakelite sheet with suitable holes, Painting etc. complete with all labour and material required to complete the job. | BI01010001010000000000000515BI0100001480 | 111 | Each |
| 370 | 370 | EARTHING, as per HSR 31.22 (C.P.@ 400%)\ni) Earthing with GI earth plate 600 mm x 600 mm x 6 mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. ( but without charcoal or coke and salt ) complete as required. | BI01010001010000000000000515BI0100001481 | 6 | Each |
| 371 | 371 | v)Extra for charcoal or coke and salt for G.I. Plate or copper plate earth electrode. | BI01010001010000000000000515BI0100001482 | 6 | Each |
| 372 | 372 | xi) Pdg. and fixing 25 mm x 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode as required . | BI01010001010000000000000515BI0100001483 | 25 | Mtr. |
| 373 | 373 | xv) Pdg. and fixing 25 mm x 5 mm G.I. Strip on surface or in recess for connections etc. as required with all labour and material. | BI01010001010000000000000515BI0100001484 | 60 | Mtr. |
| 374 | 374 | xxx)Supply and erection of PVC pipe of 6 kg. pressure laid 1 metre below ground level complete including digging refilling of the trench with jointing etc. (HSR 31.21) (CP 350%)\nb) PVC pipe 80 mm dia. | BI01010001010000000000000515BI0100001485 | 200 | Metre |
| 375 | 375 | Supply and erection of under ground cable, loose in existing pipe or trenches complete with necessary connections:-As per HSR 31.26 CP 200%\nxxviii) 70 Sq. mm 3.5 Core Cable . (Arm) | BI01010001010000000000000515BI0100001486 | 100 | Metre |
| 376 | 376 | xLi) 25 Sq. mm 4 Core Cable . (armoured) | BI01010001010000000000000515BI0100001487 | 100 | Metre |
| 377 | 377 | Street Light. As per HSR 31.30 (CP@300%)\nIII) xv) Supply and erection of 32 mm dia meter 1.5 metre long bracket ( B-Class ) making an angle of 10 to 15 degree with horizontal plane for mounting street light fitting fixing of GI bracket on wall with 2 Nos. , 32 mm x 3 mm thick MS clamps including the cost of cutting , welding of GI pipe complete with cement sand mixture , bolts and nuts etc. including necessary connections. | BI01010001010000000000000515BI0100001488 | 8 | Each |
| 378 | 378 | S/E of PVC unsheathed copper conductor cable single core 1100 volts grade in pipe of suitable size excluding cost and erection of pipe. As per HSR 31.40 CP 40%\ni) Cable size 1.5 sqmm(3/0.81mm) | BI01010001010000000000000515BI0100001489 | 4000 | Mtr |
| 379 | 379 | iii) Cable size 4 sqmm(7/0.85mm) | BI01010001010000000000000515BI0100001490 | 1500 | Mtr |
| 380 | 380 | Size 10 sqmm ( 7/1.35 ) | BI01010001010000000000000515BI0100001491 | 50 | Mtr |
| 381 | 381 | S/E of double door sheet steel enclosure distribution suitable for MCBs and ELCBs etc. recessed in wall i/c board with all labour and material required to complete the job in all respect upto to the entire satisfaction of the EIC of the work. As per HSR 31.41 CP 20 %\nvi) 8-way , TP&N ( Horizontal) (8+24) | BI01010001010000000000000515BI0100001492 | 2 | Each |
| 382 | 382 | x) 8-way , TP&N ( Vertical ) | BI01010001010000000000000515BI0100001493 | 2 | Each |
| 383 | 383 | P/F modular type accessories of approved make in existing box i/c fixing and making necessary connection, complete in all respect. As per HSR 31.56 CP 10%\n10 amp. 1 way switch | BI01010001010000000000000515BI0100001494 | 37 | Each |
| 384 | 384 | 10 amp. Socket | BI01010001010000000000000515BI0100001495 | 37 | Each |
| 385 | 385 | Fan Regulator | BI01010001010000000000000515BI0100001496 | 111 | Each |
| 386 | 386 | Blanking plate. | BI01010001010000000000000515BI0100001497 | 50 | Each |
| 387 | 387 | Supply and erection of moulded case circuit breaker single pole/4 pole on wall / on existing pedestal including bonding to earth and making necessary connections required to complete the job in all respect upto the entire satisfaction of the Engineer-in-charge of the work. as per HSR 31.69 (CP@0%)\nv) Four pole MCCB 100 amp of 25 KA breaking capacity. | BI01010001010000000000000515BI0100001498 | 2 | Each |
| 388 | 388 | vi) Four pole MCCB 200 amp of 25 KA breaking capacity. | BI01010001010000000000000515BI0100001499 | 1 | Each |
| 389 | 389 | Supply and erection of heavy duty 4 pole ON load changeover / load break switch comprising of switches 63 amp to 400 amp suitable for operation on 415 Volts, 50 HZ AC supply complete with handle assembly having door interlock & padlocking arrangement in existing panel including making necessary connections with petty material required to complete the job. as per HSR 31.74\niii) 200 amp 4 pole ON load change over switch | BI01010001010000000000000515BI0100001500 | 1 | Each |
| 390 | 390 | Supply, installation, testing and commissioning of load bank with digital meter module cost of digital Amp./ volt meter with selector switch wiring etc. suitable for operation of 240/415 volts A.C. supply with both side cable allay, inter connection and fixing the same in existing MS pedestal complete with all labour and material required to complete for the same up to the entire satisfaction of Engineer-in-charge of work. as per HSR 31.75\ni) Load Bank 4 way 250 Amp. | BI01010001010000000000000515BI0100001501 | 1 | Each |
| 391 | 391 | Supply and laying of multicore telephone cable conductor of size 0.51 mm bright annealed copper conductor PVC insulated and shealed in existing pipe/ channel and making necessary connections, complete in all respect upto the entire satisfaction of the Engineer-in-charge of the work. as per HSr 31.78 (CP @ 0%) i) 2 pair telephone wire | BI01010001010000000000000515BI0100001502 | 200 | Mtr. |
| 392 | 392 | S/E/T/C of RG-11 COAXIAL cable in existing PVC pipe/ channel complete in all respect with all labour and material required to complete the job in all respect. As per HSR 31.79 | BI01010001010000000000000515BI0100001503 | 50 | Mtr. |
| 393 | 393 | S/E/T/C of Cat- 6 cable in existing PVC conduit/ PVC channel complete in all respect with all labour and material required to complete the job in all respect. As per HSR 31.80,(CP @0%) | BI01010001010000000000000515BI0100001504 | 305 | Mtr. |
| 394 | 394 | Total E.I HSR Part | BI01010001010000000000000515BI0100001505 | ||
| 395 | 395 | Electrical NS items \nWiring in 1.5 sqmm PVC insulated copper conductor cable in 25 mm dia PVC conduit pipe, heavy gauge, ISI marked including cost of PVC pipe, modular metal boxes of suitable size, copper wire, switch & socket, C.I. junction boxes, making necessary connections & testing etc. complete in all respect. Provision for 1 No. socket & 1 No. Switch may be made in existing switch board and no extra payment will be made for the same. \n(Recessed Type with Modular Accessories)\n(i) Fan Point with 10 amp one way switch :-\nb) Medium point | BI01010001010000000000000515BI0100001506 | 24 | Each |
| 396 | 396 | c) Long point | BI01010001010000000000000515BI0100001507 | 87 | Each |
| 397 | 397 | (ii) Light Point with 10 amp one way switch :-\na) Short point | BI01010001010000000000000515BI0100001508 | 27 | Each |
| 398 | 398 | b) Medium point | BI01010001010000000000000515BI0100001509 | 36 | Each |
| 399 | 399 | c) Long point | BI01010001010000000000000515BI0100001510 | 126 | Each |
| 400 | 400 | (v) 5 Pin light plug point with 10 A switch & 10 A socket (wiring with 3 nos. copper wires of 1.50 Sqmm including earth wire for 3rd pin)\na) Short Point | BI01010001010000000000000515BI0100001511 | 1 | Each |
| 401 | 401 | b) Medium point | BI01010001010000000000000515BI0100001512 | 5 | Each |
| 402 | 402 | c) Long point | BI01010001010000000000000515BI0100001513 | 9 | Each |
| 403 | 403 | (vi) 5 Pin power plug point with 20 A switch & 16 A socket (wiring with 3 nos. copper wires of 4.00 Sqmm including earth wire for 3rd pin)\nb) Medium Point | BI01010001010000000000000515BI0100001514 | 1 | Each |
| 404 | 404 | c) Long point | BI01010001010000000000000515BI0100001515 | 26 | Each |
| 405 | 405 | (iii) Twin Control Light Point with 2 way 10 amp switch:- \nb) Medium Point | BI01010001010000000000000515BI0100001516 | 2 | Each |
| 406 | 406 | c) Long point | BI01010001010000000000000515BI0100001517 | 2 | Each |
| 407 | 407 | S/E PVC pipe ISI Marked heavy guage i/c bend inspection box etc., i/c laying of pipe in slab or wall complete with all patty material required to complete the job in all respect.(Recessed type)\nii)Size 25 mm dia | BI01010001010000000000000515BI0100001518 | 1500 | Mtr |
| 408 | 408 | (iii) Size 32 mm dia | BI01010001010000000000000515BI0100001519 | 20 | Mtr |
| 409 | 409 | Supply & Erection of 18/ 20 watt 4000K LED indoor batten type tube light with alumunium extrusion ,4 feet long complete in all respect i/c making necessary connections. | BI01010001010000000000000515BI0100001520 | 20 | Each |
| 410 | 410 | S/E of 15/18 watt recess/ surface mounting energy efficient LED 6000K luminaire suitabele for single phase A.C. 230 V, 50 Hz supply, complete in all respect including making necessary connections etc. | BI01010001010000000000000515BI0100001521 | 63 | Each |
| 411 | 411 | Supply and erection of 33/34/36W surface/ recess mounting 2'x2' energy efficient LED 6000 K luminaire suitabele for single phase A.C. 230 V, 50 Hz supply, complete in all respect including making necessary connections etc. as per brand list | BI01010001010000000000000515BI0100001522 | 66 | Each |
| 412 | 412 | S/E of 45 watt LED 6K ,diecast aluminium street light luminaire complete with toughned glass &other material required to complete the job in all respect . | BI01010001010000000000000515BI0100001523 | 8 | Each |
| 413 | 413 | S/E of 1200 A.C.ceiling fan, capacitor type,Copper wound and double ball bearing complete with capacitor, 300 mm down rod, canoppies, shackles, three no. blades made of aluminum alloy suitable for single phase A.C. 230 V 50 Hz supply but without regulator.(make- as per brand list of HPHC) | BI01010001010000000000000515BI0100001524 | 99 | Each |
| 414 | 414 | S/E of 1400 mm sweep A.C.ceiling fan, capacitor type,Copper wound and double ball bearing complete with capacitor, 300 mm down rod, canoppies, shackles, three no. blades made of aluminum alloy suitable for single phase A.C. 230 V 50 Hz supply but without regulator .(make- as per brand list of HPHC) | BI01010001010000000000000515BI0100001525 | 12 | Each |
| 415 | 415 | S/E of 250 mm sweep AC Ex fan PVC body with louver shutter suitable for single phase CA 230 volt 50 hz supply 900 RPM and capacitor run complete in all respect. | BI01010001010000000000000515BI0100001526 | 9 | Each |
| 416 | 416 | Supply and erection of metal exhaust fan, double ball bearing suitable for single phase A.C. 230 Volts, 50 HZ capacitor ,900 RPM (Heavy duty) complete with mounting ring, blade, fixing and making necessary connections etc. (Crompton greaves make equivalent to other approved brands)\ni) Size 300 mm sweep | BI01010001010000000000000515BI0100001527 | 3 | Each |
| 417 | 417 | ii) Size 380 mm sweep | BI01010001010000000000000515BI0100001528 | 4 | Each |
| 418 | 418 | Supply and erection of aluminium anodized louver shutter for exhaust fan (Thickness of frame 1.00 mm & blade thickness 0.80 mm) including all labour and other petty material required to complete the job. (Canon, National make)\ni) Size 300 mm sweep | BI01010001010000000000000515BI0100001529 | 3 | Each |
| 419 | 419 | ii) Size 380 mm sweep | BI01010001010000000000000515BI0100001530 | 4 | Each |
| 420 | 420 | S/E of water cooler of stainless steel body with 150 ltr storage & cooling capacity (make -USHA,Sidwal) with RO Water purifier of 50 ltr.(make-Kent) complete with all petty material required to complete the job.Make as per brand list. | BI01010001010000000000000515BI0100001531 | 3 | Each |
| 421 | 421 | S/E of modular type switch socket accessories on modular box\ni) Modular Telephone socket jack with shutter RJ-11 | BI01010001010000000000000515BI0100001532 | 4 | Each |
| 422 | 422 | iv)RJ-45 computer Jack for CAT-6 Cable | BI01010001010000000000000515BI0100001533 | 4 | Each |
| 423 | 423 | v) Modular TV socket | BI01010001010000000000000515BI0100001534 | 3 | Each |
| 424 | 424 | Supply, Installation, testing & commissioning of LED TV Full HD 43” Full HD Monitor including cost of petty material required to complete the work upto the entire satisfaction of Engineer In Charge having minimum technical specifications and above as under:- \nResolution : 1920*1080 (FHD) with minimum 350 nits, RS 232 control port, Backlight : LED, Response time: 5ms, Input : VGA,HDMI, Audio , Output: Speaker * 1, Consumption : 58W, Industrial Level DID LCD Panel, Suitable for extensive 7*24 Hours Continuous Works, Built in Speaker , Certificate : CE,CB,FCC \n.(make- as per brand list of HPHC) | BI01010001010000000000000515BI0100001535 | 3 | Each |
| 425 | 425 | Total E.I. (NS items) | BI01010001010000000000000515BI0100001536 |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
