Public Works Department-PWD has published Construction Of Haryana Govt . Houses Plot No . 1501 To 1512 ( 12 Nos . ) ( 1-Kanal ) In Sector-39-B , Chandigarh . . Submission Date for this Tender is 06-07-2021. Building Work Tenders in Chandigarh Chandigarh. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Haryana Govt. Houses Plot No.1501 to 1512 (12 Nos.) (1-Kanal) in Sector-39-B, Chandigarh. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | CIVIL WORK\nEarth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters 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 Mtrs. (HSR 6.6) | BI01010001010000000000000515BI0100001113 | 3606.65 | Cum |
| 2 | 2 | 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 up to 30 meters. Subject to condition soil Is non plastic. [HSR 6.13(a)]. | BI01010001010000000000000515BI0100001114 | 1744.74 | Cum |
| 3 | 3 | Centering & shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. inclination not exceeding 25 degree with horizontal. (HSR 9.10) | BI01010001010000000000000515BI0100001115 | 205.97 | Sqm |
| 4 | 4 | Cement concrete 1:8:16 with stone aggregate 40 mm Nominal size in foundation and plinth. (HSR 10.28) | BI01010001010000000000000515BI0100001116 | 451.64 | Cum |
| 5 | 5 | Cement concrete 1:4:8 with stone aggregate 20mm nominal size in foundation and plinth. (HSR 10.38) | BI01010001010000000000000515BI0100001117 | 43.59 | Cum |
| 6 | 6 | Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation & plinth. (HSR 10.39) | BI01010001010000000000000515BI0100001118 | 31.61 | Cum |
| 7 | 7 | Precast cement concrete 1:1½:3 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 including form work, placing and fixing in position, complete at the ground level or in first storey. [HSR. 10.77 + 10.95 (a)]. | BI01010001010000000000000515BI0100001119 | 4.93 | Cum |
| 8 | 8 | Precast Factory Manufactured cement concrete 1:1½:3 with stone aggregate 20 mm nominal size in Tiles and Channels the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey. [HSR. 10.78 + 10.95 (a)]. | BI01010001010000000000000515BI0100001120 | 4.93 | Cum |
| 9 | 9 | Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in Shelves excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. [HSR. 10.81 + 10.95 (a)].\nFirst Storey | BI01010001010000000000000515BI0100001121 | 15.29 | Cum |
| 10 | 9.1 | Second Storey | BI01010001010000000000000515BI0100001122 | 1.12 | Cum |
| 11 | 10 | Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. [HSR. 10.82 + 10.95 (a)].\nFirst Storey | BI01010001010000000000000515BI0100001123 | 316.48 | Cum |
| 12 | 10.1 | Second Storey | BI01010001010000000000000515BI0100001124 | 179.26 | Cum |
| 13 | 11 | Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (Straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centring and shuttering, laid in position complete in all respects. [HSR. 10.86 + 10.95 (a)]\nFirst Storey | BI01010001010000000000000515BI0100001125 | 272.05 | Cum |
| 14 | 11.1 | Second Storey | BI01010001010000000000000515BI0100001126 | 100.41 | Cum |
| 15 | 12 | Cement Concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for circular or curved columns excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects. [HSR. 10.88 + 10.95 (a)]\nFirst Storey | BI01010001010000000000000515BI0100001127 | 3.14 | Cum |
| 16 | 12.1 | Second Storey | BI01010001010000000000000515BI0100001128 | 3 | Cum |
| 17 | 13 | Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in fasicas, parapets and other thin vertical sections, not covered by item no. 10.82, 10.86 to 10.88 not exceeding 10 cm thickness thickness excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects. [HSR. 10.89 + 10.95 (a)]\nSecond Storey | BI01010001010000000000000515BI0100001129 | 73.99 | Cum |
| 18 | 13.1 | Third Storey | BI01010001010000000000000515BI0100001130 | 23.26 | Cum |
| 19 | 14 | Cement concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work in footing, strips, foundation, rafts, pedestal and approach slabs of bridges etc. but excluding steel reinforcement and including centring and shuttering, laid in position, complete in all respects. (for work upto 1.5 Mtrs. below ground level). [HSR. 10.90 + 10.95 (a)]. | BI01010001010000000000000515BI0100001131 | 156.5 | Cum |
| 20 | 15 | Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate with 2 coats of bitumen 20/30 penetration at 1.65 Kg. per sqm. laid hot and sanded. (HSR 10.114) | BI01010001010000000000000515BI0100001132 | 275.29 | Sqm |
| 21 | 16 | First class brick work laid in cement sand mortar 1:6 in foundation & plinth. (HSR 11.2) | BI01010001010000000000000515BI0100001133 | 1353.45 | Cum |
| 22 | 17 | First class brick work laid in cement sand mortar 1:4 in foundation & plinth. (HSR 11.4) | BI01010001010000000000000515BI0100001134 | 354.18 | Cum |
| 23 | 18 | First class brick work laid in cement sand mortar 1:6 in 1st storey upto 4 metre above plinth level. (HSR 11.7)\nFirst Storey | BI01010001010000000000000515BI0100001135 | 305.03 | Cum |
| 24 | 18.1 | Second Storey | BI01010001010000000000000515BI0100001136 | 298.75 | Cum |
| 25 | 18.2 | Third Storey | BI01010001010000000000000515BI0100001137 | 143.26 | Cum |
| 26 | 19 | First class brick work laid in cement sand mortar 1:4 in 1st storey upto 4 metre above plinth level. (HSR 11.9) | BI01010001010000000000000515BI0100001138 | 309.93 | Cum |
| 27 | 20 | 11.43 cm thick brick wall laid in cement sand mortar 1:4 in super-structure. [HSR 11.48 (a)].\nFirst Storey | BI01010001010000000000000515BI0100001139 | 784.03 | Sqm |
| 28 | 20.1 | Second Storey | BI01010001010000000000000515BI0100001140 | 500.36 | Sqm |
| 29 | 21 | Dressed or moulded three brick cornice laid in cement sand mortar 1:4 including 12 mm thick cement plaster 1:4 or pointing as required. (HSR 11.76) | BI01010001010000000000000515BI0100001141 | 1163.59 | Rmt |
| 30 | 22 | Providing & laying Autoclaved Aerated (cellular) concerete light weight blocks (As per IS :2185 Part -3) having density of 550 to 650 kg/m3 and compressive strength of 4.0 N/mm2; masonry in non load bearing walls using more than 100 mm thick AAC blocks of size 625 mm x 250 mm x 200 mm with cement sand mortar 1:6 in superstructure complete in all respects. (ii) with Polymer modified adhesive of reputed make such as Ferrous crete, Artex, Endura & Ultratech as approved by Engineer-in-charge in superstructure. (HSR 11.105).\nNote:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.\nFirst Storey | BI01010001010000000000000515BI0100001142 | 305.03 | Cum |
| 31 | 22.1 | Second Storey | BI01010001010000000000000515BI0100001143 | 298.75 | Cum |
| 32 | 22.2 | Third Storey | BI01010001010000000000000515BI0100001144 | 71.63 | Cum |
| 33 | 23 | 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 on other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 kg per sqm on top of R.C.C slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc., (HSR 13.13).\nSecond Storey | BI01010001010000000000000515BI0100001145 | 833.8 | Sqm |
| 34 | 23.1 | Third Storey | BI01010001010000000000000515BI0100001146 | 1512.74 | Sqm |
| 35 | 24 | 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) | BI01010001010000000000000515BI0100001147 | 84 | Each |
| 36 | 25 | Supplying & fixing in position G.I. pipe class 'B' spouts in chajjas and cantilevers. (e) 50mm i/d G.I. pipe. [HSR 13.55 (e)]. | BI01010001010000000000000515BI0100001148 | 432 | Rmt |
| 37 | 26 | Bottom khurra on ground 1.2 m x 0.6m consisting of brick on edge laid in cement mortar 1:3 over 75mm c:c 1:8:16 including 12mm thick cement plaster 1:3. (HSR 13.57) | BI01010001010000000000000515BI0100001149 | 84 | Each |
| 38 | 27 | Cement Concrete 1:2:4 gola 10cm x 10cm quadrant along junction of roof with parapet wall finished smooth, where specified. (HSR 13.64). | BI01010001010000000000000515BI0100001150 | 1401.18 | Rmt |
| 39 | 28 | Providing & Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. (Note:- Reputed make PVC Pipe such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.89].\nNote:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.\n(a) 100 mm dia PVC pipe 6 kg. pressure. | BI01010001010000000000000515BI0100001151 | 466.32 | Rmt |
| 40 | 29 | Providing and fixing PVC Bend ISI Mark. (Note:- Reputed make PVC Bend such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.90].\nNote:- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.\n(a) 100 mm dia PVC Bend. | BI01010001010000000000000515BI0100001152 | 168 | Each |
| 41 | 30 | Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.1) | BI01010001010000000000000515BI0100001153 | 2548.34 | Sqm |
| 42 | 31 | Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping. (HSR 14.4)\nSecond Storey | BI01010001010000000000000515BI0100001154 | 1246.32 | Sqm |
| 43 | 31.1 | Third Storey | BI01010001010000000000000515BI0100001155 | 31.01 | Sqm |
| 44 | 32 | Conglomerate floor 40 mm thick Cement Concrete topping 1:2:4. (HSR 14.9) | BI01010001010000000000000515BI0100001156 | 534.47 | Sqm |
| 45 | 33 | Kotah stone flooring minimum 25mm thick in any patter as specified over 12mm 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 (HSR 14.62)\nNote:- The agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.\nFirst Storey | BI01010001010000000000000515BI0100001157 | 418.82 | Sqm |
| 46 | 33.1 | Second Storey | BI01010001010000000000000515BI0100001158 | 78.41 | Sqm |
| 47 | 33.2 | Third Storey | BI01010001010000000000000515BI0100001159 | 74.69 | Sqm |
| 48 | 34 | Kotah stone 20 mm thick in skirting risers of steps, dados and wall facing (lining) and pillars 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).\nNote:- The agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.\nFirst Storey | BI01010001010000000000000515BI0100001160 | 142.62 | Sqm |
| 49 | 34.1 | Second Storey | BI01010001010000000000000515BI0100001161 | 43.39 | Sqm |
| 50 | 34.2 | Third Storey | BI01010001010000000000000515BI0100001162 | 12.58 | Sqm |
| 51 | 35 | Providing and fixing glass strips, 4 mm thick in floors. 40 mm wide. [HSR. 14.79 (a)]. | BI01010001010000000000000515BI0100001163 | 585.6 | Rmt |
| 52 | 36 | Providing & fixing ceramic tiles/anti skid tiles of size 400mm x 400mm or above size of approved make in flooring, laid in any pattern as specified over base of 20 mm thick cement coarse sandmortar 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 quality) of reputed manufacturer like:- NITCO, KAJARIA, RAK shall be used as approved by Engineer-in-charge. (HSR 14.91).\nNote:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.\nFirst Storey | BI01010001010000000000000515BI0100001164 | 981.17 | Sqm |
| 53 | 36.1 | Second Storey | BI01010001010000000000000515BI0100001165 | 960.88 | Sqm |
| 54 | 37 | Providing & Fixing Ist quality Ceramic glazed wall tiles confirming to I.S. 15622 (thickness to be specified by the manu-facturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-In-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including pointing in white cement mixed with pigment of matching shades complete. (b) Size of ceramic Glazed tiles 300 x 450 mm of reputed manufacturer like:- RAK, NITCO, KAJARIA shall be used as approved by Engineer-in-charge. [HSR 14.92(b)].\nNote:- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.\nFirst Storey | BI01010001010000000000000515BI0100001166 | 603.08 | Sqm |
| 55 | 37.1 | Second Storey | BI01010001010000000000000515BI0100001167 | 754.74 | Sqm |
| 56 | 38 | Laying and fixing Granite stone in all shade,15mm to 18mm thick in skirting/dados,risers of steps, pillars, wall facing, 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 match the shade of granite including labour for fixing cramps pins and dowels etc. (Excluding the cost of Granite, Granite will be supplied by the Department). (HSR 14.95). \nFirst Storey | BI01010001010000000000000515BI0100001168 | 7.92 | Sqm |
| 57 | 38.1 | Second Storey | BI01010001010000000000000515BI0100001169 | 2.48 | Sqm |
| 58 | 39 | Laying and fixing Granite stone in all shades 15 mm to 18 mm thick in flooring, laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite stone. (Excluding the cost of Granite, Granite will be supplied by the Department). (HSR 14.96).\nFirst Storey | BI01010001010000000000000515BI0100001170 | 43.2 | Sqm |
| 59 | 39.1 | Second Storey | BI01010001010000000000000515BI0100001171 | 14.9 | Sqm |
| 60 | 40 | 12 mm Thick Cement Plaster 1:4 on the rough side of single or half brick wall. (HSR 15.5). | BI01010001010000000000000515BI0100001172 | 2008 | Sqm |
| 61 | 41 | 12mm thick cement plaster on walls (1:6). (HSR 15.7).\nFirst Storey | BI01010001010000000000000515BI0100001173 | 3436.5 | Sqm |
| 62 | 41.1 | Second Storey | BI01010001010000000000000515BI0100001174 | 3082.4 | Sqm |
| 63 | 41.2 | Third Storey | BI01010001010000000000000515BI0100001175 | 622.87 | Sqm |
| 64 | 42 | 15mm Thick Cement Plaster 1:4 on the rough side of single or half brick wall. (HSR 15.10). | BI01010001010000000000000515BI0100001176 | 1356.09 | Sqm |
| 65 | 43 | 15mm Thick Cement Plaster 1:6 on the rough side of single or half brick wall. (HSR 15.12).\nFirst Storey | BI01010001010000000000000515BI0100001177 | 4103.89 | Sqm |
| 66 | 43.1 | Second Storey | BI01010001010000000000000515BI0100001178 | 3519.05 | Sqm |
| 67 | 43.2 | Third Storey | BI01010001010000000000000515BI0100001179 | 622.87 | Sqm |
| 68 | 44 | 10mm thick cement plaster 1:4 under side of ceiling. (HSR 15.52).\nFirst Storey | BI01010001010000000000000515BI0100001180 | 2548.34 | Sqm |
| 69 | 44.1 | Second Storey | BI01010001010000000000000515BI0100001181 | 1246.32 | Sqm |
| 70 | 44.2 | Third Storey | BI01010001010000000000000515BI0100001182 | 31.01 | Sqm |
| 71 | 45 | 20 mm thick cement plaster vertical damp proof coarse 1:3 with two coats of bitumen at 1.65 Kg. per sqm. Laid hot & sanded (HSR 15.77) (a) Vertical | BI01010001010000000000000515BI0100001183 | 253.15 | Sqm |
| 72 | 46 | 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. Painting on wooden surfaces etc. (HSR 16.1) | BI01010001010000000000000515BI0100001184 | 3021.67 | sqm |
| 73 | 47 | Applying pink primer or aluminum priming coat on wood work including preparation of surface, knotting and stopping etc. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.2). | BI01010001010000000000000515BI0100001185 | 3021.67 | sqm |
| 74 | 48 | 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. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.3). | BI01010001010000000000000515BI0100001186 | 3021.67 | sqm |
| 75 | 49 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. Painting on mettalic Surfaces etc. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.9). | BI01010001010000000000000515BI0100001187 | 1632.39 | Sqm |
| 76 | 50 | Painting two coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on new steel or iron work. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.17). | BI01010001010000000000000515BI0100001188 | 1632.39 | Sqm |
| 77 | 51 | Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.25). | BI01010001010000000000000515BI0100001189 | 32.34 | Sqm |
| 78 | 52 | Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.26). | BI01010001010000000000000515BI0100001190 | 32.34 | Sqm |
| 79 | 53 | White Washing. (Three Coats). (HSR 16.48) | BI01010001010000000000000515BI0100001191 | 3825.67 | Sqm |
| 80 | 54 | Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.58). | BI01010001010000000000000515BI0100001192 | 9653.22 | sqm |
| 81 | 55 | Providing two coats of exterior acrylic emulsion paint. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). [HSR 16.79 (b)]. | BI01010001010000000000000515BI0100001193 | 8789.64 | Sqm |
| 82 | 56 | Providing and applying two coats white cement based putty over plastered surface and grinding the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc. complete. (Note:- reputed make Putty such as J.K./ Birla shall be used as approved by Engineer-in-charge). (HSR 16.81) | BI01010001010000000000000515BI0100001194 | 21925.4 | Sqm |
| 83 | 57 | Chowkats of commercial hard wood such as hollock, champ, chikrassy, and chaplash, etc., (Non-coniferous timber other than teak conforming to I.S. specification no. 1003 kiln seasoned), of doors and windows including iron hold fasts, etc., complete fixed in Position. (HSR 17.12). | BI01010001010000000000000515BI0100001195 | 42.59 | Cum |
| 84 | 58 | Providing and fixing commercial type block board but jointed complete. (HSR 17.49 b) | BI01010001010000000000000515BI0100001196 | 306.41 | Sqm |
| 85 | 59 | Providing and fixing 12 mm thick and 150 mm wide pelmet of commercial ply wood with 25 mm dia teak wood curtain rod and brackets including fixing with 25mm x 3mm M.S. flat, 10 long and plugs (teak) etc, complete. Note (i):- In case 12 mm thick commercial ply wood BWR-II grade is provided in HSR no. 17.63 increase the through rate by 17.15 per metre. (HSR 17.63) | BI01010001010000000000000515BI0100001197 | 507.36 | Rmt |
| 86 | 60 | Providing and fixing helical door spring 150 mm (superior quality), including necessary screws, complete- (b) iron. [HSR 17.79 (b)]. | BI01010001010000000000000515BI0100001198 | 24 | Each |
| 87 | 61 | Supplying and fixing hydraulic door closer I.S.I mark, with necessary screws etc. complete (b) I.S.I designation no. II (size of door 701 mm to 850 mm) [HSR 17.82(b)]. | BI01010001010000000000000515BI0100001199 | 312 | Each |
| 88 | 62 | Factory manufactured paneled door or glazed windows shutters of commercial hard wood such as Hollock, Champ, Chikrassy & Chaplash only. (non coniferous timber other teak, confirming to I.S. specification No. 1003, Kiln seasoned) with 100mm wide vertical styles, 150mm wide lock rail 200 mm wide bottom rail, and 100mm wide other rails, with panels of 15mm thick, tongued and grooved of commercial hard wood and including cost of iron hinges, screw, chock/cleats, stops nails etc. complete fixed in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position). (a) 30 mm thick. [HSR 17.90 (a) - Note 1 under 17.18]. | BI01010001010000000000000515BI0100001200 | 236.33 | Sqm |
| 89 | 63 | Factory manufactured paneled and glazed door shutters of commercial hard wood, such as Hollock, champ, chikrassy and chaplash, etc., c(non –coniferous timber other than team, conforming to I.S specification no. 1003 kiln seasoned), with 100 mm wide vertical styles, 150 mm wide lock rail, 200 mm wide bottom rail and 100 mm wide other rails, with panelsof 12 mm thick, commercial veneered both side particle board or plywood of B.W.R. grade, hot pressed, including cost of iron hinges, screws, chock/cleats stops and nails etc. complete fixed in position(excluding the cost of any fittings, other than specified above but including labour for fixing the same position. [HSR 17.91 (b) (-) 17.18 - Note] | BI01010001010000000000000515BI0100001201 | 109.26 | Sqm |
| 90 | 64 | Factory manufactured wire gauze door and window shutters of commercial hard wood such as Hollock, Champ, Chikrassy & Chaplash only. (non-coniferous timber other teak conforming to I.S. specification No. 1003, kiln seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail 200 mm wide bottom rail, and wire gauze of 140 G or 120 G designation including cost of iron hinges, screws, chock/cleats, stops nails etc., complete fixed in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position. (Styles and rails of windows shutter shall be 75 mm wide. (i) 30 mm thick. [HSR 17.92 (i) - Note 1 under 17.18] | BI01010001010000000000000515BI0100001202 | 437.05 | Sqm |
| 91 | 65 | Factory manufactured Solid Flush Door Shutter, with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hot pressed, conforming to I.S. 2202 part I and II, fixed in position, including 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. © decorative veneering with vertical grain cross bands and face veneer on both sides teak facing and edges lipped with commercial hard wood with laminated core:- Duro, Green only (HSR 17.93-Note I under 17.18) (b)(i) 25mm thick\nNote;- The agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. | BI01010001010000000000000515BI0100001203 | 317.69 | Sqm |
| 92 | 66 | Factory manufactured Solid Flush Door Shutter, with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hot pressed, conforming to I.S. 2202 part I and II, fixed in position, including 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. (c) decorative veneering with vertical grain cross bands and face veneer on both sides teak facing and edges lipped with commercial hard wood with laminated core:- (ii) 30 mm thick. [HSR 17.93 (c) (ii)]\nNote;- The agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. | BI01010001010000000000000515BI0100001204 | 442.24 | Sqm |
| 93 | 67 | 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). | BI01010001010000000000000515BI0100001205 | 347.85 | Qtls. |
| 94 | 68 | S/F Glass panes including special metal sash putty of approved make. (b) glass panes 4 mm thick, exceeding 40 sq. dm areas. [HSR 18.30 (b)]. | BI01010001010000000000000515BI0100001206 | 518.99 | Sqm |
| 95 | 69 | Pressed steel sheet frames (chowkhats) consisting of 2mm thick steel sheet of the specified section, including iron lugs (hold fasts) iron hinges, conforming 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 concrete 1:3:6 for lugs complete. [HSR 18.34].\n(a) door and window frame Size of 89 mm x 59 mm with 40 mm wide single rebate. | BI01010001010000000000000515BI0100001207 | 699.3 | Rmt |
| 96 | 70 | Preparation of sub grade including trenching rough dressing of soil, final dressing of earth, to given levels and camber, watering, rolling with road roller and compacting the bed (HSR 24.1) | BI01010001010000000000000515BI0100001208 | 289.13 | Sqm |
| 97 | 71 | NS ITEMS\nProviding and laying 80mm thick ISI marked interlocking paver blocks conforming to IS 15658:2006/IRC:SP:63-2004 of all shapes and colours in design mix cement M-40 over a bed of 30mm thick fine sand complete in all respect. (HSR 10.159)\nNote:- Reputed make paver block only ISI marked will be used as approved by Engineer-in-Charge. | BI01010001010000000000000515BI0100001209 | 687.58 | Sqm |
| 98 | 72 | Providing & Fixing Vitrified Tiles 600 x 600 mm of approved make in flooring laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and joint will be 3 mm wide instead of zero joint by using spacers to ensure uniformity of joint duly filled with epoxy grout minimum depth of 3 mm of reputed make such as pidilite, Ferrous crete or equivalent as approved by Engineer-in-charge. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA. (Double charged tiles shall be used as approved by Engineer in charge. (NS).\nNote:- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.\nFirst Storey | BI01010001010000000000000515BI0100001210 | 574.1 | Sqm |
| 99 | 72.1 | Second Storey | BI01010001010000000000000515BI0100001211 | 256.34 | Sqm |
| 100 | 73 | Providing & fixing vitrified tiles of size 600mm x 600mm of approved make in skirting/dados laid including cutting as per drawing 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 match the shade to tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA. (Double charged tiles shall be used as approved by Engineer in charge. (NS).\nNote:- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.\nFirst Storey | BI01010001010000000000000515BI0100001212 | 36.11 | Sqm |
| 101 | 73.1 | Second Storey | BI01010001010000000000000515BI0100001213 | 13.43 | Sqm |
| 102 | 74 | Steel reinforcement TMT bars FE-500 EQR/FE-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.\n(Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, 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 items shall be deemed to be included in the rates for reinforcement). (HSR 18.22). | BI01010001010000000000000515BI0100001214 | 1619.8 | Qtls |
| 103 | 75 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fastners etc.) (NS) | BI01010001010000000000000515BI0100001215 | 1808.02 | Kg. |
| 104 | 76 | Providing and fixing Khaprail tiles of any size (4" x 6") over RCC Slab over 1:3 Cement Sand Mortar 20 mm thick complete in all respect. | BI01010001010000000000000515BI0100001216 | 212.63 | Sqm |
| 105 | 77 | Providing and fixing of Cupboards of 19 mm good quality commercial board. The inner surface finished with good quality plain mica (1 mm thick) and the outer surface to be finished with teak veneer ply 4 mm thick. The cost should the including all fitting, fixtures and locking system. as approved by the Engineer-in-charge.(NS) | BI01010001010000000000000515BI0100001217 | 317.69 | Sqm |
| 106 | 78 | Earth work non plastic or Tibba Sand under floors/Road & Parking taken from outside of campus area with all lead and lift including loading, unloading, laid in 15 cm layer including ramming, watering, consolidating, compaction, and compensation of earth etc., complete in all respect as per the direction of engineer in charge. [NS]. | BI01010001010000000000000515BI0100001218 | 567.74 | Cum |
| 107 | 79 | Providing and laying 200 mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading –VI of MORT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No.401 of MORT&H specifications for road & bridge (5th Revision) of 2013. (NS). | BI01010001010000000000000515BI0100001219 | 59.03 | Cum |
| 108 | 80 | Providing & laying 75mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge waterbound macadam in layer of 75 mm each using screening type ‘B’ compacting with 3 wheeled steel roller/vibratory roller to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects. (N.S). | BI01010001010000000000000515BI0100001220 | 22.03 | Cum |
| 109 | 81 | Providing and laying 75 mm thick Dry Lean Cement Concrete Sub-Base Construction of dry lean Cement Concrete M-10 sub base over a prepared sub grade with coarse and fine aggregate conforming to IS 383 the size if course aggregate not exceeding 25mm aggregate cement ratio not to be exceed 15:1 aggregate gradation after blending to be as per table 60-1 of MoRT&H specification (5th edition) cement content not to be less than 150 kg/ cum optimum moisture content to be determined during trail length construction, concrete strength not to be less than as 10 MPA at 7 days mixed in the batching plant transported to site laid with a paver compacting with 5-10 tonne vibratory roller, finishing and curing as per clause 601 of MoRT&H specification (5th edition) 2013.\nNote:- If cement contents are required more than 150 Kg. per cum to achieve strength it will be incidental to work and nothing extra shall be payable on this account. | BI01010001010000000000000515BI0100001221 | 22.03 | Cum |
| 110 | 82 | (PUBLIC HEALTH WORK)\n1) Excavation of trenches in streets, lanes or in open areas for storm sewer, sewers running by gravity and 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. night signals profiles, pegs, sight rails, boning rods, crossing over trenches for access to the houses, watching fencing etc. fixing and maintenance of caution board refilling of trenches, watering of refill, in 15 cm layers ramming and restoration of unmetalled or unpaved surface to original condition and removal of surplus soil, from site of work, upto a lead of 1 Km in oridnary soil. (a) for depths excavation not exceeding 3 metres below ground level. [HSR 6.10 (a)]. | BI01010001010000000000000515BI0100001222 | 869.4 | Cum |
| 111 | 83 | 2) Boring for hand-pump in clay, fitting strainer and pipe (b) above 75 mm dia bore, but not exceeding 100 mm dia (i) from 0 to 15 meter. [HSR 26.10 (b)]. | BI01010001010000000000000515BI0100001223 | 198.6 | Mtrs. |
| 112 | 84 | 3) Drilling and Tapping cast iron pipe lines of all diameters and screwing in ferrule and connections-Size of ferrule. [HSR 28.22].\n(vi) 40 mm internal diameter of pipeline. | BI01010001010000000000000515BI0100001224 | 4 | Each |
| 113 | 85 | 4) Cutting holes upto 23 cm square through brick work in mud walls for pipes and making good including repointing replastering and finishing according to existing finish where required. [HSR 28.23].\n(i) 11.43 cm thickness of walls | BI01010001010000000000000515BI0100001225 | 360 | Each |
| 114 | 85.1 | (ii) 22.86 cm thickness of walls | BI01010001010000000000000515BI0100001226 | 540 | Each |
| 115 | 86 | 5) Labour for fixing G.I. or W.I. pipe sleeve pieces in holes in walls, floors, and roofs rounds pipes including all cutting and wastage. [HSR 28.27].\n(a) 15 mm internal diameter | BI01010001010000000000000515BI0100001227 | 60 | Rmt |
| 116 | 86.1 | (b) 20 mm internal diameter | BI01010001010000000000000515BI0100001228 | 96 | Rmt |
| 117 | 86.2 | (c) 25 mm internal diameter | BI01010001010000000000000515BI0100001229 | 36 | Rmt |
| 118 | 87 | 6) Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning, trimming and dressing the trenches to correct alignment and grade as required by the Engineer-In-charge. [HSR 28.47 (a)].\nUpto 200 mm internal diameter | BI01010001010000000000000515BI0100001230 | 4 | Each |
| 119 | 88 | 7) Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below: (HSR 28.50) \n(a) Filter media fine graded 1.5 mm to 3 mm | BI01010001010000000000000515BI0100001231 | 74.94 | Cum |
| 120 | 88.1 | (c) Filter media course Bajri 6 mm to 20 mm | BI01010001010000000000000515BI0100001232 | 74.94 | Cum |
| 121 | 88.2 | (d) Filter media boulders 50 mm to 75 mm | BI01010001010000000000000515BI0100001233 | 149.87 | Cum |
| 122 | 89 | 8) JOINTING PLAIN AND REINFORCED CONCRETE PIPES AND SPECIALS OF ALL CLASSES IN TRENCHES USING COLLAR JOINTS JOINTED WITH 1:1 ½ CEMENT SAND MORTAR NEARLY dry heavily caulked into joints AND WITH END DOWELS FILLED WITH 1: 1 ½ CEMENT SAND MORTAR including facing trowelling and finishing the joints and at angle of 45 degree with face of collars keeping the joints wet till cured testing the drain line for leakages and making good for all leakages and defects as laid down in the contract specifications complete with two spigots and jointed to collars and internal diameter of sewer pipe or special being:- (c) 200 mm. (HSR 29.45) | BI01010001010000000000000515BI0100001234 | 130 | Each |
| 123 | 90 | 9) CUTTING PLAIN AND REINFORCED CONCRETE PIPES AND SPECIALS of all classes chipping AND FINISHING THE CUT SURFACE TO A UNIFORM finish to the satisfaction of the Engineer-in-charge. (c) 200 mm (c) 200 mm. (HSR 29.46) | BI01010001010000000000000515BI0100001235 | 40 | Each |
| 124 | 91 | 10) Constructing brick masonry inspection chamber sizes as given below upto 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent limer mortar 2:3 in foundation cement concrete 1:2:4 benching 12 mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2;4 slab 100 mm thick./C.C. topping 50 mm thick with 455 mm x 455 mm 610 mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. (c) Size 600 mm x 900 mm inside (with 455 mm x 455 mm cover and frame light duty single weighing 20 Kg with R.C.C. slab). [HSR 29.84].\n(a) Size 450 mm x 450 mm | BI01010001010000000000000515BI0100001236 | 136 | Each |
| 125 | 92 | 11) Extra for over 0.30 metre depth of inspection chamber. (a) 450 x 450 mm. (HSR 29.85) | BI01010001010000000000000515BI0100001237 | 36 | Mtrs. (as per 0.30 Mtrs. Depth) |
| 126 | 93 | 12) Constructing brick masonry road gully chamber as per standard drawings (as per sizes given below) including dressing of beds and sides of chamber to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item no 10.6) in foundation, Ist class brick work laid in cement sand mortar, 1:5, 40mm thick cement concrete 1:2:4, topping inside the chamber with a floating coat of 1.5 mm thick neat cement laid in one operation to the topping the entire inner surface of the chamber rendered with neat cement not less than 12 mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as specified in item no. 29.48 complete and to the requirement of the Engineer-In-charge). (a) Single Road Gully Chamber (i) Size 610 mm x 457 mm x 800 mm. [HSR 29.87 (a) (i)]. | BI01010001010000000000000515BI0100001238 | 16 | Each |
| 127 | 94 | 13) CONSTRUCTION OF RECTANGULAR STANDARD BRICK MASONRY MANHOLE CHAMBERS to standard drawings on S.W pipe sewers or other circular pipe sewers upto the required depth in 1.5 CEMENT SAND MORTAR, lime concrete in bed and sides of pipe sewer and cement concrete 1:2:4 in benching, 12 mm thick water tight 1:2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium solicate on interior surface where required, reinforced cement concrete slab 180 mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1:2 cement sand mortar complete.\nThe rate cover the cost of M.S steel for R.C.C slab Labour for fixing and carriage of C.I manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works.\nThe rate also includes the cost of accurately planned and fitted centring, supports for all works as well as for all curves and special work, cleaning out their beds etc. Sodium silicate shall be supplied free of cost at the stores of Engineer- in-charge. [HSR 29.90 (ii)].\n(ii) On 150 mm I/d Pipe sewer\n(a) For 1.20 Mtrs. depth below ground level | BI01010001010000000000000515BI0100001239 | 15 | Each |
| 128 | 94.1 | (b) For 1.50 Mtrs. depth below ground level | BI01010001010000000000000515BI0100001240 | 15 | Each |
| 129 | 94.2 | (c) For 1.80 Mtrs. depth below ground level | BI01010001010000000000000515BI0100001241 | 14 | Each |
| 130 | 95 | 14) Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP2 MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer -in-charge. (a) 200 mm dia. (HSR 29.93). | BI01010001010000000000000515BI0100001242 | 756 | Rmt |
| 131 | 96 | 15) 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 including carriage loading, unloading stacking, handling, re-handling etc. complete in all respect to the satisfaction of engineer-in-charge. Type: Extra heavy duty set (MD-10) 560 mm clear opening. (HSR 29.94) | BI01010001010000000000000515BI0100001243 | 24 | Each |
| 132 | 97 | 16) Providing SALT GLAZED STONE WARE PIPES GRADE 'A' IN STANDARD LENTH OF 600 MM 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 respect to the satisfaction to the Engineer-in-Charge. (b) grade 'A' 150 mm. (HSR 29.95) | BI01010001010000000000000515BI0100001244 | 714 | Rmt |
| 133 | 98 | 17) Providing & Fixing in position best Indian make (to the approval of the Engineer-in-charge). Indian orissa or orya water water closet suite for sinking into floor, with raised foot treats complete with 100 mm H.C.I.'P' trap with or without vent as required and all other necessary fitting as fully described. (b) Size 630 mm (ii) Single Colour. (Make Hindware) [HSR 30.2 (b) (ii)]. | BI01010001010000000000000515BI0100001245 | 24 | Each |
| 134 | 99 | 18) Providing and fixing in position best Indian make (as approved by the engineer-in-charge European type water closet suite, syphonic type consisting of- (i) VITREOUS CHINAWARE SYPHONIC SUITE WITH 15 LITRES CAPACITY MATCHING CHINAWARE CISTERN and all internal brass fittings COMPLETE WITH ‘P’ or ‘S’ TRAP with or without vent; (as approved by the Engineer-in-charge). (ii) One piece SEAT AND LID IN HOLLOW BLACK OR WHITE PLASTIC fitted with chromium plated hinges and rubber buffers, (to the approval of the Engineer-in-charge) COMPLETE in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS AND FLOORS. (b) Double trap syphonic (ii) Single Color. [HSR 30.5 (b) (ii)]. | BI01010001010000000000000515BI0100001246 | 48 | Each |
| 135 | 100 | 19) EXTRA OVER item nos. 30.1 to 30.4 and 30.6 FOR PROVIDING AND FIXING 15 LITRES CAPACITY C.I. LOW LEVEL VITREOUS CHINAWARE CISTERN complete with flush bend all other necessary Fittings instead of C.I high level cistern complete with fittings. (i) White. [HSR 30.12 (i)]. | BI01010001010000000000000515BI0100001247 | 72 | Each |
| 136 | 101 | 20) EXTRA OVER item nos. 30.3 to 30.6 FOR PROVIDING AND FIXING BEST INDIAN MAKE PLASTIC HYGENIC SEAT with lid complete instead of hollow Black or white plaster seat and lid.(i) White plastic seat (Solid). [HSR 30.13 (i)]. | BI01010001010000000000000515BI0100001248 | 48 | Each |
| 137 | 102 | 21) EXTRA FOR providing and fixing 32 MM dia G.I./C.P FLUSH PIPE complete with accessories instead of 32/MM dia galvanized telescopic flush pipe with clips (as required by the Engineer-in-charge). (i) 32 mm dia G.I. flush pipe. [HSR 30.15 (i)]. | BI01010001010000000000000515BI0100001249 | 72 | Each |
| 138 | 103 | 22) Providing & Fixing in position best indian make (ordinary) lavatory suites consisting of:- (v) Size 560 mm x 450 mm with one no. tap. [HSR 30.41(v)]. | BI01010001010000000000000515BI0100001250 | 72 | Each |
| 139 | 104 | 23) PROVIDING AND FIXING IN POSITION 32 MM DIA G.I. WASTE PIPE EMBEDDED IN WALL or lead waste pipe (weighing 3.47 kg. per metre and 2.8 mm thick) upto floor Level including cost of wipped solder joint etc., complete (as required by the Engineer-in-charge). [HSR 30.48]. | BI01010001010000000000000515BI0100001251 | 72 | Each |
| 140 | 105 | 24) Providing and fixing in position best Indian make chromium Plated brass Bottle trap 32 mm dia metre. complete (as required by the Engineer-in-charge). [HSR 30.50] | BI01010001010000000000000515BI0100001252 | 72 | Each |
| 141 | 106 | 25) Providing and fixing in position best quality Stainless Steel Sinks with Complete fittings as fully described in item No. 30.51. (a) 600 mm x 450 mm x 200 mm. [HSR 30.53 (a)]. | BI01010001010000000000000515BI0100001253 | 24 | Each |
| 142 | 107 | 26) Providing and fixing 40 mm I/D Stainless Steel waste pipe embedded in walls or lead waste pipe weighing 4.46 Kg./metre and 3.0 mm thick upto floor level as required by the Engineer-in-charge including cost of union and plumber joint. (HSR 30.62) | BI01010001010000000000000515BI0100001254 | 24 | Each |
| 143 | 108 | 27) Providing and fixing 40 mm i/d chromium plated brass trap with chromium plated bra pipe to wall with wall flange, complete (as per requirement of the Engineer-in-charge) for use with sinks. (a) with Bottle Trap (indian make). [HSR 30.63 (a)]. | BI01010001010000000000000515BI0100001255 | 24 | Each |
| 144 | 109 | 28) Providing and fixing in position best Indian make shower with 125 or 20 I/D in-let. (d) C.P. brass with telephonic shower. [HSR 30.66 (d)]. | BI01010001010000000000000515BI0100001256 | 48 | Each |
| 145 | 110 | 29) PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE PAPER HOLDERS FIXED INTO wall with C.P Brass screws complete in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. (a) C.P. Brass. [HSR 30.67 (a)]. | BI01010001010000000000000515BI0100001257 | 72 | Each |
| 146 | 111 | 30) 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 goods the walls etc.: (a) 25 mm dia, C.P. Brass adjustable. (i) 750 mm long. [HSR 30.68 (a)] | BI01010001010000000000000515BI0100001258 | 96 | Each |
| 147 | 112 | 31) Providing and fixing in position glass shelf fixed in with rawl plugs with C.P. Brass screws, complete including cutting and making good the walls etc. (a) with C.P. Brass brackets and guard rail. (i) 600mm x 125 mm . [HSR 30.69 (a) (i)]. | BI01010001010000000000000515BI0100001259 | 96 | Each |
| 148 | 113 | 32) 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 goods the walls etc. (a) C.P. Brass (i) Soap dish Large. [HSR 30.70 (a) (i)]. | BI01010001010000000000000515BI0100001260 | 96 | Each |
| 149 | 114 | 33) Providing & fixing in position best Indian make bevelled edge 5.5 mm thick mirror mounted on absetos sheet ground fixed in position by means of 4 Nos. chromium plated brass screws and washers over rubbers washers and rawl plug embeded in the wall or chromium plated brass clamps with C.P. brass screws (as required by the engineer-in-charge) complete including cutting and making good the walls etc. (a) Indian Make (i) 600 mm x 450 mm. [HSR 30.71 (a) (i)]. | BI01010001010000000000000515BI0100001261 | 144 | Each |
| 150 | 115 | 34) PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE COAT AND HAT HOOKS fixed into wall with C.P Brass screws and rawl plugs etc. COMPLETE INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. (a) C.P. Brass. (ii) Two Way. [HSR 30.73 (a) (ii)]. | BI01010001010000000000000515BI0100001262 | 324 | Each |
| 151 | 116 | 35) Providing and fixing in position super quality 65 mm i/d opening C.P brass dome type hinged grating weighing about 750 gms fixed in cement mortar 1:2 complete in all respects (as required by the Engineer-in-charge). [HSR 30.74]. | BI01010001010000000000000515BI0100001263 | 252 | Each |
| 152 | 117 | 36) Providing and fixing in position 15mm i/d C.P. brass bib cocks of best quality (as required by the Engineer-in-charge). [HSR 30.75].\n(a) Bib cock long body. | BI01010001010000000000000515BI0100001264 | 192 | Each |
| 153 | 117.1 | (c) Bib cock Short body. | BI01010001010000000000000515BI0100001265 | 72 | Each |
| 154 | 118 | 37) Providing & fixing in position C.P. brass stop cock (as approved by the engineer-in-charge). (a) 15 mm Stop cock. (ii) Concealed stop cock with flange. [HSR 30.76 (a) (ii)]. | BI01010001010000000000000515BI0100001266 | 432 | Each |
| 155 | 119 | 38) Providing and fixing C.P. brass liquid soap container of best quality (as required by the Engineer-in-charge). (HSR 30.77). | BI01010001010000000000000515BI0100001267 | 96 | Each |
| 156 | 120 | 39) Providing and fixing in position best Indian make C.P. brass Tooth Brush cum Tooth Paste Holder fixed in with rawl plugs with C.P. brass screws complete including cutting and making good the wall etc. (ii) Tooth Brush Holder. [HSR 30.79 (ii)]. | BI01010001010000000000000515BI0100001268 | 72 | Each |
| 157 | 121 | 40) Providing and fixing of best Indian make C.P. Brass wall mixer 15 mm. (a) With Telephonic Shower. [HSR 30.81 (a)]. | BI01010001010000000000000515BI0100001269 | 48 | Each |
| 158 | 122 | 41) Providing and fixing in position best Indian make flexible tube connection. (b) C.P. Brass (iii) 15mm x 450 mm. [HSR 30.82 (b) (iii)]. | BI01010001010000000000000515BI0100001270 | 432 | Each |
| 159 | 123 | 42) Providing and fixing in position H.C.I. Soil waste vent or antisyphonage pipes to I.S.I. specifications of E.L.C. manufacture or of any other reputed firm including cutting and wastage etc. and cutting holes in walls, roofs or floor etc. and making good to its original condition but excluding cost of lead jointing. (HSR 30.84)\n(a) 100 mm internal diameter. | BI01010001010000000000000515BI0100001271 | 444 | Rmt |
| 160 | 123.1 | (b) 75 mm internal diameter. | BI01010001010000000000000515BI0100001272 | 828 | Rmt |
| 161 | 124 | 43) Providing and fixing in position C.I. Gully trap cover weighing approximately 7.26 Kg. and frame for gully trap chamber clear opening size 300 mm x 300 mm and out side size 330 mm x 330 mm including painting the exposed surfaces with 3 coats of black bitumastic superior paint of approved manufacture etc. (HSR 30.85). | BI01010001010000000000000515BI0100001273 | 46 | Each |
| 162 | 125 | 44) Providing lead caulked joints to H.C.I. pipes and specials confirming to I.S.I. specifications of E.L.C. manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc. (HSR 30.87).\n(a) 100 mm internal dia meter. (1.13 Kg) | BI01010001010000000000000515BI0100001274 | 950 | Each |
| 163 | 125.1 | (b) 75 mm internal dia meter. (0.91 Kg) | BI01010001010000000000000515BI0100001275 | 1850 | Each |
| 164 | 126 | 45) Providing and fixing in position M.S. or heavy flat iron clamps made out of M.S. flat not less than 5 mm of the approved design for fixing C.I. soil waste vent or anti pipes to walls complete in all respects. (a) for 100 mm interal diameter pipes. (HSR 30.88). \n(a) for 100 mm internal diameter pipes. | BI01010001010000000000000515BI0100001276 | 216 | Each |
| 165 | 126.1 | (b) for 75 mm internal diameter pipes. | BI01010001010000000000000515BI0100001277 | 336 | Each |
| 166 | 127 | 46) Providing & Fixing H.C.I. floor traps I.S.I. marked of the self cleaning design with C.P. brass hinged grating with frame with or without vent arm and including cement concrete 1:2:4 under and around the floor trap where required upto floor level complete in all respects including cutting and making good the walls and floors, etc. minimum depth of water should be 50 mm with a minimum seal of 50 mm. (b) with 75 mm i/d outlet. [HSR 30.89 (b)]. | BI01010001010000000000000515BI0100001278 | 252 | Each |
| 167 | 128 | 47) Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing. (HSR 30.91).\n(a) For 100 mm dia pipes\n(1) Heal rest bend | BI01010001010000000000000515BI0100001279 | 24 | Each |
| 168 | 128.01 | (2) Double Junction with door 100 mm x 100 mm x 100 mm x 100 mm | BI01010001010000000000000515BI0100001280 | 95 | Each |
| 169 | 128.02 | (13) Bend with Door | BI01010001010000000000000515BI0100001281 | 150 | Each |
| 170 | 128.03 | (14) Bend Plain | BI01010001010000000000000515BI0100001282 | 250 | Each |
| 171 | 128.04 | (16) Cowls | BI01010001010000000000000515BI0100001283 | 24 | Each |
| 172 | 128.05 | (17) Door piece | BI01010001010000000000000515BI0100001284 | 24 | Each |
| 173 | 128.06 | (22) Collars | BI01010001010000000000000515BI0100001285 | 310 | Each |
| 174 | 128.07 | (b) For 75 mm dia pipes\n(1) Heal rest bend | BI01010001010000000000000515BI0100001286 | 24 | Each |
| 175 | 128.08 | (3) Double Junction with door 75 mm x 75 mm x 75 mm x 75 mm | BI01010001010000000000000515BI0100001287 | 48 | Each |
| 176 | 128.09 | (13) Bend with Door | BI01010001010000000000000515BI0100001288 | 205 | Each |
| 177 | 128.1 | (14) Bend Plain | BI01010001010000000000000515BI0100001289 | 310 | Each |
| 178 | 128.11 | (16) Door piece | BI01010001010000000000000515BI0100001290 | 520 | Each |
| 179 | 128.12 | (17) Cowls | BI01010001010000000000000515BI0100001291 | 48 | Each |
| 180 | 128.13 | (18) Collars | BI01010001010000000000000515BI0100001292 | 620 | Each |
| 181 | 129 | 48) Providing and fixing in position automatic brass ball valves in tanks. (b) With Plastic Ball (ii) 20 mm internal diameter. [HSR 30.110 (b) (ii)]. | BI01010001010000000000000515BI0100001293 | 60 | Each |
| 182 | 130 | 49) Providing & 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 mortar 1:5 cement concrete 1:2:4, in coping 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. (b) 100 internal diameter H.C.I. gully trap. [HSR 30.114 (b)]. | BI01010001010000000000000515BI0100001294 | 46 | Each |
| 183 | 131 | 50) 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 and scour provisions with suitable plug on scour pipe including cost of nipples, washers flages for connections in tanks complete in all respects to the satisfaction to the Engineer-in-Charge. [HSR 30.119].\n1000 Ltrs. Capacity Water Tank | BI01010001010000000000000515BI0100001295 | 60 | Each |
| 184 | 132 | 51) Providing & fixing PVC pipe (4kg/cm2) duly slotted IS-4985:1988 including cost of adhesive, carriage, loading, unloading etc. complete in all respects to the satisfaction engineer incharge. (NS) | BI01010001010000000000000515BI0100001296 | 195 | Mtrs. |
| 185 | 133 | 52) 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 3 mm thick Polypropylene polymer confirming to IS : 10910 encapsulated on 12 mm dia ribbed steel bars per IS : 1786. (NS). | BI01010001010000000000000515BI0100001297 | 144 | Each |
| 186 | 134 | 53) Providing and fixing Chlorinated Polyvinyl Chrloride (CPVC) pipes having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fitting, 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 (DSR 18.7)\n (i) 15mm nominal outer dia pipes | BI01010001010000000000000515BI0100001298 | 362.4 | Rmt |
| 187 | 134.1 | (ii) 20mm nominal outer dia pipes | BI01010001010000000000000515BI0100001299 | 676.8 | Rmt |
| 188 | 134.2 | (iii) 25mm nominal outer dia pipes | BI01010001010000000000000515BI0100001300 | 676.8 | Rmt |
| 189 | 135 | 54) Providing and fixing gun metal gate valve with CI wheel of approved quality (screwed end) (DSR 18.17)\n(a) 20 mm internal diameter | BI01010001010000000000000515BI0100001301 | 130 | Each |
| 190 | 135.1 | (b) 25 mm internal diameter | BI01010001010000000000000515BI0100001302 | 160 | Each |
| 191 | 135.2 | (c) 32 mm internal diameter | BI01010001010000000000000515BI0100001303 | 90 | Each |
| 192 | 136 | 55) Providing and fixing ball valve (brass) of approved quality, High or Low pressure, with plastic floats complete (DSR 18.18)\n(a) 15 mm internal diameter | BI01010001010000000000000515BI0100001304 | 120 | Each |
| 193 | 136.1 | (b) 20 mm internal diameter | BI01010001010000000000000515BI0100001305 | 180 | Each |
| 194 | 136.2 | (c) 25 mm internal diameter | BI01010001010000000000000515BI0100001306 | 60 | Each |
| 195 | 137 | Note:- 1. In case of any difference in the unit & nomenclature of any of the HSR items of Civil, PH & EI Work depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable.\n2. Only reputed make material will be used (make brand exhibited in HSR and exhibited in approved standard document) as approved by Engineer-in-Charge, while executing various items/works at site.\n3. All concrete works shall be executed after manufacturing concrete through Batching Plant of minimum capacity 15 cum/hr installed at site and placing in position through pump of capacity 15 cum/hr. The batching plant along with pump both of requisite capacity will be installed by the agency at the site of work (as prescribed in bidding document) to the entire satisfaction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001365 |
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