Public Works Department-PWD has published Construction Of Judicial Court Complex At Kalka In Panchkula Distt . . Submission Date for this Tender is 15-06-2020. Building Work Tenders in Chandigarh Chandigarh. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Judicial Court Complex at Kalka in Panchkula Distt. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 1 : - Earth 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 | 3619.64 | Cum |
| 2 | 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 | 1954.07 | Cum |
| 3 | 3 | 3 : - Making holes by cutting cores of appropriate dia in RCC floors and roofs of thickness upto 6" (Six inches) for passing drain pipe 6" (six inches) internal diameter and repairing the hole after insertion of drain pipe etc. including finishing complete so as to make it lead proof. [HSR 8.39 (a)]. | BI01010001010000000000000515BI0100001115 | 240 | Each |
| 4 | 4 | 4 : - Making holes by cutting cores of appropriate dia in RCC floors and roofs of thickness upto 4" (four inches) for passing drain pipe 4" (four inches) internal diameter and repairing the hole after insertion of drain pipe etc. including finishing complete so as to make it lead proof. [HSR 8.39 (b)]. | BI01010001010000000000000515BI0100001116 | 360 | Each |
| 5 | 5 | 5 : - Cement concrete 1:8:16 with stone aggregate 40 mm Nominal sie in foundation and plinth. (HSR 10.28) | BI01010001010000000000000515BI0100001117 | 194.89 | Cum |
| 6 | 6 | 6 : - Cement concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.38) | BI01010001010000000000000515BI0100001118 | 440.18 | Cum |
| 7 | 7 | 7 : - Cement Concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.41). | BI01010001010000000000000515BI0100001119 | 13.5 | Cum |
| 8 | 8 | 8 : - Cement Concrete 1:1½:3 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.42). | BI01010001010000000000000515BI0100001120 | 25.48 | Cum |
| 9 | 9 | 9 : - Cement Concrete 1:2:4 with stone aggregate 20 mm nominal size if first storey upto 4 metres above plinth level. (HSR 10.59). | BI01010001010000000000000515BI0100001121 | 34.31 | Cum |
| 10 | 10 | 10 : - Precast cement concrete 1:1½:3 with stone aggregate 20 mm nominal size in Kerbs and the like itmes, 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)]. | BI01010001010000000000000515BI0100001122 | 51.61 | Cum |
| 11 | 11 | 11 : - Precast Factory Manufactured cement concrete 1:1½:3 with stone aggregate 20 mm nominal size in Tiles and Chanels the like itmes, 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)]. | BI01010001010000000000000515BI0100001123 | 51.61 | Cum |
| 12 | 12 | 12 : - 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)]. First Storey | BI01010001010000000000000515BI0100001124 | 1.54 | Cum |
| 13 | 13 | : - Second Storey | BI01010001010000000000000515BI0100001125 | 3.06 | Cum |
| 14 | 14 | : - Third Storey | BI01010001010000000000000515BI0100001126 | 3 | Cum |
| 15 | 15 | 13 : - 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)]. First Storey | BI01010001010000000000000515BI0100001127 | 286.87 | Cum |
| 16 | 16 | : - Second Storey | BI01010001010000000000000515BI0100001128 | 265.74 | Cum |
| 17 | 17 | : - Third Storey | BI01010001010000000000000515BI0100001129 | 206.33 | Cum |
| 18 | 18 | : - Fourth Storey | BI01010001010000000000000515BI0100001130 | 52.06 | Cum |
| 19 | 19 | 14 : - Cement concrete 1:1½:3 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)] First Storey | BI01010001010000000000000515BI0100001131 | 685.77 | Cum |
| 20 | 20 | : - Second Storey | BI01010001010000000000000515BI0100001132 | 294.56 | Cum |
| 21 | 21 | : - Third Storey | BI01010001010000000000000515BI0100001133 | 294.56 | Cum |
| 22 | 22 | : - Fourth Storey | BI01010001010000000000000515BI0100001134 | 106.18 | Cum |
| 23 | 23 | 15 : - 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)]. First Storey | BI01010001010000000000000515BI0100001135 | 10.62 | Cum |
| 24 | 24 | : - Second Storey | BI01010001010000000000000515BI0100001136 | 3.83 | Cum |
| 25 | 25 | : - Third Storey | BI01010001010000000000000515BI0100001137 | 3.83 | Cum |
| 26 | 26 | 16 : - 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)] First Storey | BI01010001010000000000000515BI0100001138 | 2.88 | Cum |
| 27 | 27 | : - Second Storey | BI01010001010000000000000515BI0100001139 | 9.59 | Cum |
| 28 | 28 | : - Third Storey | BI01010001010000000000000515BI0100001140 | 11.31 | Cum |
| 29 | 29 | : - Fourth Storey | BI01010001010000000000000515BI0100001141 | 20.48 | Cum |
| 30 | 30 | 17 : - 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)]. | BI01010001010000000000000515BI0100001142 | 1577.76 | Cum |
| 31 | 31 | 18 : - Providing and laying 80 mm thick ISI marked internlocing paver 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 30 mm thick fine sand complete in all respect. (HSR 10.159). (Note:- Reputed make Paver Block Only ISI marked will be used as approved by Engineer-in-charge). | BI01010001010000000000000515BI0100001143 | 5696.15 | Sqm |
| 32 | 32 | 19 : - First class brick work laid in cement sand mortar 1:6 in foundation plinth. (HSR 11.2) | BI01010001010000000000000515BI0100001144 | 394.9 | Cum |
| 33 | 33 | 20 : - First class brick work laid in cement sand mortar 1:4 in foundation plinth. (HSR 11.4) | BI01010001010000000000000515BI0100001145 | 374.73 | Cum |
| 34 | 34 | 21 : - First class brick work laid in cement sand mortar 1:6 in 1st storey upto 4 metre above plinth level. (HSR 11.7) First Storey | BI01010001010000000000000515BI0100001146 | 215.24 | Cum |
| 35 | 35 | : - Second Storey | BI01010001010000000000000515BI0100001147 | 218.49 | Cum |
| 36 | 36 | : - Third Storey | BI01010001010000000000000515BI0100001148 | 222.27 | Cum |
| 37 | 37 | : - Fourth Storey | BI01010001010000000000000515BI0100001149 | 66.61 | Cum |
| 38 | 38 | 22 : - First class brick work laid in cement sand mortar 1:4 in 1st storey upto 4 metre above plinth level. (HSR 11.9) | BI01010001010000000000000515BI0100001150 | 225.27 | Cum |
| 39 | 39 | 23 : - 11.43 cm thick brick wall laid in cement sand mortar 1:4 in spuer-structure. [HSR 11.48 (a)]. First Storey | BI01010001010000000000000515BI0100001151 | 601.3 | Sqm |
| 40 | 40 | : - Second Storey | BI01010001010000000000000515BI0100001152 | 606.16 | Sqm |
| 41 | 41 | : - Third Storey | BI01010001010000000000000515BI0100001153 | 451.04 | Sqm |
| 42 | 42 | 24 : - Masonry work sing flyash-lime based brick (IS: 12894-2002) laid in cement sand mortar 1:6 in super structure. (HSR 11.102) Note:- 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. First Storey | BI01010001010000000000000515BI0100001154 | 215.24 | Cum |
| 43 | 43 | : - Second Storey | BI01010001010000000000000515BI0100001155 | 218.49 | Cum |
| 44 | 44 | : - Third Storye | BI01010001010000000000000515BI0100001156 | 222.27 | Cum |
| 45 | 45 | : - Fourth Storey | BI01010001010000000000000515BI0100001157 | 66.61 | Cum |
| 46 | 46 | 25 : - 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) | BI01010001010000000000000515BI0100001158 | 25 | Each |
| 47 | 47 | 26 : - 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)]. | BI01010001010000000000000515BI0100001159 | 22.87 | Rmt |
| 48 | 48 | 27 : - Bottom khurra on ground 1.2 m x 0.6m consisting of brick on edge laid in cment mortar 1:3 over 75mm c:c 1:8:16 including 12mm thick cement plaster 1:3. (HSR 13.57) | BI01010001010000000000000515BI0100001160 | 25 | Each |
| 49 | 49 | 28 : - Cement Concrete 1:2:4 gola 10cm x 10cm quadrant along junction of roof with parapet wall finished smooth, where specified. (HSR 13.64). | BI01010001010000000000000515BI0100001161 | 632.93 | Rmt |
| 50 | 50 | 29 : - 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]. Note:- 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. (a) 100 mm dia PVC pipe 6 kg. pressure. | BI01010001010000000000000515BI0100001162 | 39.48 | Rmt |
| 51 | 51 | : - (b) 150 mm dia PVC pipe 6 kg. pressure. | BI01010001010000000000000515BI0100001163 | 151.68 | Rmt |
| 52 | 52 | 30 : - 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]. Note:- 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. (a) 100 mm dia PVC Bend. | BI01010001010000000000000515BI0100001164 | 20 | Each |
| 53 | 53 | : - (b) 150 mm dia PVC Bend. | BI01010001010000000000000515BI0100001165 | 30 | Each |
| 54 | 54 | 31 : - Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance > 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm ) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised @ 80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be prepainted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. (with or without grooves). (13.92). | BI01010001010000000000000515BI0100001166 | 565.57 | Sqm |
| 55 | 55 | 32 : - Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. (a) GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. [HSR 13.98 (a)]. | BI01010001010000000000000515BI0100001167 | 347.23 | Sqm |
| 56 | 56 | 33 : - Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.1) | BI01010001010000000000000515BI0100001168 | 2150.54 | Sqm |
| 57 | 57 | 34 : - Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping. (HSR 14.4) Second Storey | BI01010001010000000000000515BI0100001169 | 1736.72 | Sqm |
| 58 | 58 | : - Third Storey | BI01010001010000000000000515BI0100001170 | 1331.67 | Sqm |
| 59 | 59 | : - Fourth Storey | BI01010001010000000000000515BI0100001171 | 255.79 | Sqm |
| 60 | 60 | 35 : - Conglomerate floor 40 mm thick Cement Concrete topping 1:2:4. (HSR 14.9) | BI01010001010000000000000515BI0100001172 | 306.04 | Sqm |
| 61 | 61 | 36 : - 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. (Note:- Reputed make Tile Only ISI marked will be used as approved by Engineer-in-charge). [HSR 14.45+Note]. Note:- 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. First Storey | BI01010001010000000000000515BI0100001173 | 54.98 | Sqm |
| 62 | 62 | 37 : - Precast Terrazzo tiles of 20 mm minimum thickness in cement as specified below with marble chips of size and colour as required 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 including rubbing and polishing. (b) in 50% white & 50% grey cement. (Note:- Reputed make Tile Only ISI marked will be used as approved by Engineer-in-charge). (HSR 14.44 (b)]. Note:- 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. First Storey | BI01010001010000000000000515BI0100001174 | 312.26 | Sqm |
| 63 | 63 | : - Second Storey | BI01010001010000000000000515BI0100001175 | 262 | Sqm |
| 64 | 64 | : - Third Storey | BI01010001010000000000000515BI0100001176 | 185.53 | Sqm |
| 65 | 65 | 38 : - Precast terrazzo tile of 12.5 mm minimum thickness in cement as specified below with marble chips of size and colour as required laid on 10 mm thick cement coarse sand plaster 1:3 and jointed with neat cement slurry in skirting, dado and risers of steps, including rubbing and polishing complete. (b) in 50% white and 50% grey cement. (Note:- Reputed make Tile Only ISI marked will be used as approved by Engineer-in-charge). (HSR 14.47 (b)]. Note:- 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. First Storey | BI01010001010000000000000515BI0100001177 | 18.24 | Sqm |
| 66 | 66 | : - Second Storey | BI01010001010000000000000515BI0100001178 | 15.45 | Sqm |
| 67 | 67 | : - Third Storey | BI01010001010000000000000515BI0100001179 | 13.09 | Sqm |
| 68 | 68 | 39 : - Marble stone flooring 17 mm and above thick slab including matching grains of marble laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing. (HSR 14.49). First Storey | BI01010001010000000000000515BI0100001180 | 89.43 | Sqm |
| 69 | 69 | : - Second Storey | BI01010001010000000000000515BI0100001181 | 110.66 | Sqm |
| 70 | 70 | : - Third Storey | BI01010001010000000000000515BI0100001182 | 73.15 | Sqm |
| 71 | 71 | 40 : - Marble stone flooring 17 mm and above thick slab including matching grains of marble laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing. (Excluding the cost of Marble, Marble will be supplied by the Department). (HSR 14.49). First Storey | BI01010001010000000000000515BI0100001183 | 1353.15 | Sqm |
| 72 | 72 | : - Second Storey | BI01010001010000000000000515BI0100001184 | 977.91 | Sqm |
| 73 | 73 | : - Third Storey | BI01010001010000000000000515BI0100001185 | 679.51 | Sqm |
| 74 | 74 | : - Fourth Storey | BI01010001010000000000000515BI0100001186 | 249.4 | Sqm |
| 75 | 75 | 41 : - Extra for nosing in treads of steps of Kotah stone slab. (HSR 14.65) | BI01010001010000000000000515BI0100001187 | 738.68 | Rmt |
| 76 | 76 | 42 : - 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). Note:- 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. First Storey | BI01010001010000000000000515BI0100001188 | 118.64 | Sqm |
| 77 | 77 | : - Second Storey | BI01010001010000000000000515BI0100001189 | 93.17 | Sqm |
| 78 | 78 | : - Third Storey | BI01010001010000000000000515BI0100001190 | 83.61 | Sqm |
| 79 | 79 | : - Fourth Storey | BI01010001010000000000000515BI0100001191 | 18.39 | Sqm |
| 80 | 80 | 43 : - 50 mm thick ironite floor consisting of 40 mm thick cement concrete 1:2:4 base and top layer 6 mm thick laid with one part of ironite and grey cement mixed together in the ratio of 1:4 by weight to 2 parts of hard granite chippings 6 mm gauge by volume finished smooth with hard rubbing. (HSR 14.74). First Storey | BI01010001010000000000000515BI0100001192 | 12.81 | Sqm |
| 81 | 81 | : - Second Storey | BI01010001010000000000000515BI0100001193 | 136.21 | Sqm |
| 82 | 82 | : - Third Storey | BI01010001010000000000000515BI0100001194 | 66.64 | Sqm |
| 83 | 83 | 44 : - Providing and fixing glass strips 5.5 mm thick 40 mm wide in floors. (HSR 14.80) | BI01010001010000000000000515BI0100001195 | 251.22 | Rmt |
| 84 | 84 | 45 : - 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 thickcement coarse sandmortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. Not : Tile shall be of premium quality (first quality) of reputed manufacturer like:- RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO shall be used as approved by Engineer-in-charge. (HSR 14.91). Note:- 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. First Storey | BI01010001010000000000000515BI0100001196 | 10.48 | Sqm |
| 85 | 85 | : - Second Storey | BI01010001010000000000000515BI0100001197 | 5.64 | Sqm |
| 86 | 86 | : - Third Storey | BI01010001010000000000000515BI0100001198 | 11.05 | Sqm |
| 87 | 87 | 46 : - 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 ointing 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, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO shall be used as approved by Engineer-in-charge. [HSR 14.92(b)]. Note:- 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. First Storey | BI01010001010000000000000515BI0100001199 | 737.06 | Sqm |
| 88 | 88 | : - Second Storey | BI01010001010000000000000515BI0100001200 | 846.75 | Sqm |
| 89 | 89 | : - Third Storey | BI01010001010000000000000515BI0100001201 | 607.82 | Sqm |
| 90 | 90 | 47 : - 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 mortor 1:3 and jointed with white cement slurry mixed with pigment yo 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). First Storey | BI01010001010000000000000515BI0100001202 | 9.23 | Sqm |
| 91 | 91 | : - Second Storey | BI01010001010000000000000515BI0100001203 | 9.1 | Sqm |
| 92 | 92 | : - Third Storey | BI01010001010000000000000515BI0100001204 | 9.68 | Sqm |
| 93 | 93 | 48 : - 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). First Storey | BI01010001010000000000000515BI0100001205 | 30.96 | Sqm |
| 94 | 94 | : - Second Storey | BI01010001010000000000000515BI0100001206 | 31.8 | Sqm |
| 95 | 95 | : - Third Storey | BI01010001010000000000000515BI0100001207 | 31.68 | Sqm |
| 96 | 96 | 49 : - Providing edge moulding to 17-20 mm thick Granite stone counters, Vanities etc., including machine polished to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. (ii) Double Moulding. (HSR 14.98). | BI01010001010000000000000515BI0100001208 | 112.46 | Mtrs. |
| 97 | 97 | 50 : - 12 mm thick cement Plaster & rendering on plaster 1 mm thick. (HSR 15.4+15.75) | BI01010001010000000000000515BI0100001209 | 67.2 | Sqm |
| 98 | 98 | 51 : - 12 mm Thick Cement Plaster 1:4 on the rough side of single or half brick wall. (HSR 15.5). | BI01010001010000000000000515BI0100001210 | 1108.86 | Sqm |
| 99 | 99 | 52 : - 12mm thick cement plaster on walls (1:6). (HSR 15.7). First Storey | BI01010001010000000000000515BI0100001211 | 2484.87 | Sqm |
| 100 | 100 | : - Second Storey | BI01010001010000000000000515BI0100001212 | 2518.19 | Sqm |
| 101 | 101 | : - Third Storey | BI01010001010000000000000515BI0100001213 | 2396.07 | Sqm |
| 102 | 102 | : - Fourth Storey | BI01010001010000000000000515BI0100001214 | 582.89 | Sqm |
| 103 | 103 | 53 : - 15mm Thick Cement Plaster 1:4 on the rough side of single or half brick wall. (HSR 15.10). | BI01010001010000000000000515BI0100001215 | 1108.86 | Sqm |
| 104 | 104 | 54 : - 15mm Thick Cement Plaster 1:6 on the rough side of single or half brick wall. (HSR 15.12). First Storey | BI01010001010000000000000515BI0100001216 | 2484.87 | Sqm |
| 105 | 105 | : - Second Storey | BI01010001010000000000000515BI0100001217 | 2991.03 | Sqm |
| 106 | 106 | : - Third Storey | BI01010001010000000000000515BI0100001218 | 2713.24 | Sqm |
| 107 | 107 | : - Fourth Storey | BI01010001010000000000000515BI0100001219 | 598.26 | Sqm |
| 108 | 108 | 55 : - 10mm thick cement plaster 1:4 under side of ceiling. (HSR 15.52). First Storey | BI01010001010000000000000515BI0100001220 | 2150.54 | Sqm |
| 109 | 109 | : - Second Storey | BI01010001010000000000000515BI0100001221 | 1736.72 | Sqm |
| 110 | 110 | : - Third Storey | BI01010001010000000000000515BI0100001222 | 1331.67 | Sqm |
| 111 | 111 | : - Fourth Storey | BI01010001010000000000000515BI0100001223 | 255.79 | Sqm |
| 112 | 112 | 56 : - 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 | BI01010001010000000000000515BI0100001224 | 123.3 | Sqm |
| 113 | 113 | 57 : - Preparation of ply wood surface for painting inlcuding 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) Through Rate | BI01010001010000000000000515BI0100001225 | 987.24 | Sqm |
| 114 | 114 | 58 : - Providing and Applying pink primer or aluminium 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). Through Rate | BI01010001010000000000000515BI0100001226 | 987.24 | Sqm |
| 115 | 115 | 59 : - Providing and Applying 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). Through Rate | BI01010001010000000000000515BI0100001227 | 987.24 | Sqm |
| 116 | 116 | 60 : - Providing and 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). Through Rate | BI01010001010000000000000515BI0100001228 | 1632.73 | Sqm |
| 117 | 117 | 61 : - Providing and Applying Painting two coats excluding priming coat with ready mixed paint for matelic sufraces 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). Through Rate | BI01010001010000000000000515BI0100001229 | 1632.73 | Sqm |
| 118 | 118 | 62 : - Providing and 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 Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). Through Rate. (HSR 16.25). | BI01010001010000000000000515BI0100001230 | 338.75 | Sqm |
| 119 | 119 | 63 : - Providing and applying 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). Through Rate. (HSR 16.26). | BI01010001010000000000000515BI0100001231 | 338.75 | Sqm |
| 120 | 120 | 64 : - Providing and Applying 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). Through Rate | BI01010001010000000000000515BI0100001232 | 14858.5 | Sqm |
| 121 | 121 | 65 : - Providing and Applying 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)]. Through Rate | BI01010001010000000000000515BI0100001233 | 5055.49 | Sqm |
| 122 | 122 | 66 : - Providing and applying two coats white cement based putty over plastered surface and grindling 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). Through Rate | BI01010001010000000000000515BI0100001234 | 24461.9 | Sqm |
| 123 | 123 | 67 : - Providing and fixing wooden handrail of required shape and desing, with necessary, screws, including labour for rounding, vertical and horizontal bends and curves complete fixed in position (b) 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) (HSR 17.69) (b)]. | BI01010001010000000000000515BI0100001235 | 0.15 | Cum |
| 124 | 124 | 68 : - Providing & fixing 150 mm hasps and staples with necessary screws, etc. complete Aluminium. (Powder coated fittings will be supplied by the deptt. Instead of Aluminium fittings.) [HSR 17.78 (b)]. | BI01010001010000000000000515BI0100001236 | 15 | Each |
| 125 | 125 | 69 : - Providing and fixing helical door spring 150 mm (superior quality), including necessary screws, complete- (b) iron. [HSR 17.79 (b)]. | BI01010001010000000000000515BI0100001237 | 47 | Each |
| 126 | 126 | 70 : - 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)]. | BI01010001010000000000000515BI0100001238 | 152 | Each |
| 127 | 127 | 71 : - Providing and fixing 50 mm cup board or ward robe knob- (b) aluminium. [HSR 17.84 (b)]. | BI01010001010000000000000515BI0100001239 | 64 | Each |
| 128 | 128 | 72 : - Providing and fixing 0.50 mm thick aluminium sheet, including cost of necessary screws, etc. complete. (HSR 17.87). | BI01010001010000000000000515BI0100001240 | 50.19 | Sqm |
| 129 | 129 | 73 : - 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, hotpressed, 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. (Note:- reputed make such as Duro, Green, Kitply will be used as approved by Engineer-in-charge). HSR 17.93 (a) - Note 1 under 17.18]. Note:- 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. (i) 25 mm thick. | BI01010001010000000000000515BI0100001241 | 79.44 | Sqm |
| 130 | 130 | : - (iii) 35 mm thick. | BI01010001010000000000000515BI0100001242 | 411.35 | Sqm |
| 131 | 131 | 74 : - Providing and fixing Aluminum work for doors, windows, ventilators and partitions, Structural Glazing with extruded built up standard tubular sections/appropriate Z. sections and other sections of approved make conforming to IS;733 and IS;1285 fixed with raw plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. aluminum sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling C.P brass/stainless steel screws. All complete. Fixed portion (Anodized Aluminum transparent or dyed to required shade according shade according to IS;1868, minimum anodic coating of grade AC 15). [HSR 17.95 + Note (ii)]. Hindalco, Jindal make. | BI01010001010000000000000515BI0100001243 | 3682.35 | Kg |
| 132 | 132 | 75 : - Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawel plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. Aluminium sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing/paneling C.P brass/stainless steel screws, etc. complete shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC/neoprene gasket required including aluminium fitting. (HSR 17.96+Note (ii)]. | BI01010001010000000000000515BI0100001244 | 555.45 | Kg |
| 133 | 133 | 76 : - Providing and fixing 12 mm thick preleminated paticle board flat pressed three layer or graded wood particle board conforming to IS;12823 grade I type II in paneling fixed in aluminium doors. Windows shutters and partition frames with c.p brass / stainlees steel screws etc. complete (b) Pre-laminated particle board with decorative lamination on both sides. [HSR 17.97 (b)]. | BI01010001010000000000000515BI0100001245 | 43.11 | Sqm |
| 134 | 134 | 77 : - Providing and fixing glazing aluminium door, windows ventilator shutter and partitions etc. with PVC/neoprene gasket etc. complete (cost of aluminium snap beading shall be paid in basis items.) (b) with float glass panes of 5.00 mm thickness. [HSR 17.98 (b)]. | BI01010001010000000000000515BI0100001246 | 119.91 | Sqm |
| 135 | 135 | 78 : - Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS 6315 marked for door including cost of cutting floors as required embedding in floors and cover plates with brass pivot and single piece M.S sheet outer box. (a) with stainless steel cover plate. [HSR 17.99 (a)]. | BI01010001010000000000000515BI0100001247 | 22 | Each |
| 136 | 136 | 79 : - Providing aluminium Jali of thickness 7mm thick with openings 75mm x 75mm of including anodizing and fixing frame with cost of screws etc complete (HSR 17.100) | BI01010001010000000000000515BI0100001248 | 141.08 | Sqm |
| 137 | 137 | 80 : - Providing fixing Aluminum round shape handle of outer dia 100 mm with screws etc. complete. (I) Anodized (AC-15) Aluminum. [HSR 17.102 (i)]. | BI01010001010000000000000515BI0100001249 | 48 | Each |
| 138 | 138 | 81 : - Providing & fixing of casement fixed windows made from multy chambered UPVC profile of 56 to 68 mm width in natural from stabilized for heat ,light,impact & UV radiation .The UPVC profilees of designed thickness . All openable sashes shall be having weather seal fitted in continuos lengths made from Bubble EPDM Rubber & side hung/top hung with upto 90 degree opening friction stays of SS 304 with provision of multy point locking system made from Espang rods .all handle shall be made from Die Cast Zinc alloy ( Model : ESPANG) BS -1004 A in white finish with suitable locking arrangement . The windows shall be fixed to opening using expandable screws and friction stays that shall be able to with stand wind speed uopt 180 Km/hr . the shoot bolts in windows shall be rust proof metalic coated steel. The window frames shall be fixed in masonery wall/RCC with necessary fastners, nuts, bolts washers, caps, silicon sealent etc. complete. (HSR 17.103) (a) Frame Work | BI01010001010000000000000515BI0100001250 | 761.34 | Sqm |
| 139 | 139 | : - (b) Openable Shutter | BI01010001010000000000000515BI0100001251 | 123.81 | Sqm |
| 140 | 140 | 82 : - Structural steel work in angles, tees and flats, welded including cutting fixing all gusset plates, bolts, nuts, welding rod, etc., with hoisting and erecting in positon:- For roof trusses, well kerbs, plates and trussed girders etc. of any span for Buildings area Bridges. (HSR 18.7) | BI01010001010000000000000515BI0100001252 | 9.04 | Qtls. |
| 141 | 141 | 83 : - 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). | BI01010001010000000000000515BI0100001253 | 355.33 | Qtls. |
| 142 | 142 | 84 : - Supplying and fixing rolling shutters, of approved make, M.S. laths, interlocked together through their entire length, and jointed together, t the end, by end locks mounted on specially designed pipe shaft, with brackets, side guides 27.5 cm long wire spring grade no. 2, and arragnement for inside and outside locking, with push and pull opreation complete, including top cover 0.80 mm thick (payment is to be made for the exact size of opening where rolling shutter to be fixed):. (b) with 80 mm X 1.25 mm M.S. Laths. [HSR 18.18 (b)]. | BI01010001010000000000000515BI0100001254 | 10.48 | Sqm |
| 143 | 143 | 85 : - Extra for providing mechanical device, chain and crank operation for operating rolling shutters, exceeding 11.20 sqm in areas of the rolling shutter. (HSR 18.19). | BI01010001010000000000000515BI0100001255 | 10.48 | Sqm |
| 144 | 144 | 86 : - 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. (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). | BI01010001010000000000000515BI0100001256 | 4543.14 | Qtls |
| 145 | 145 | 87 : - Supplying and fixing Glass panes including special metal sash putty of approved make. (b) glass panes 4 mm thic, exceeding 40 sq. dm areas. [HSR 18.30 (b)]. | BI01010001010000000000000515BI0100001257 | 323.57 | Sqm |
| 146 | 146 | 88 : - 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]. (a) door and window frame Size of 89 mm x 59 mm with 40 mm wide signel rebate. | BI01010001010000000000000515BI0100001258 | 2729 | Rmt |
| 147 | 147 | 89 : - 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) | BI01010001010000000000000515BI0100001259 | 5364.31 | Sqm |
| 148 | 148 | 90 : - DSR ITEMS 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (DSR 10.28). | BI01010001010000000000000515BI0100001260 | 322 | Kg |
| 149 | 149 | 91 : - Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. (DSR 12.55). | BI01010001010000000000000515BI0100001261 | 2302.53 | Sqm |
| 150 | 150 | 92 : - Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia , at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-charge. (i) Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). (DSR 21.7 (i)]. | BI01010001010000000000000515BI0100001262 | 383.44 | Kg |
| 151 | 151 | 93 : - Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size between cavity wall, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 (measured as per IS 3346), compressive strength of > 350 kPa listed as per ASTM D 1621, density of 34-36 kg/m³ as per ASTM D 1622, water absorptions <1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardent property as per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the direction of Engineer- in-Charge. (DSR 26.7). | BI01010001010000000000000515BI0100001263 | 3682.53 | Sqm |
| 152 | 152 | 94 : - NS ITEMS Providing and fixing Vitrified tiles 800x800mm of approved make in flooring laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 And joint will be 4mm wide instead of zero joint by using spacer to ensure uniformity of joint duly filled with epoxy grout minimum depth upto the thickness of tile of reputed make such as Pidilite (T-13 Roff), Mapaie, Laticrete, Ardex Endura as approved by Engineer-in-Charge. Note:- Tile shall be premium quality (first quality) of reputed manufacturer like RAK, NITCO, KAJARAI, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO (Double charged tiles shall be used as approved by Engineer-in charge (NS) 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. First Storey | BI01010001010000000000000515BI0100001264 | 100.01 | Sqm |
| 153 | 153 | : - Second Storey | BI01010001010000000000000515BI0100001265 | 104.89 | Sqm |
| 154 | 154 | : - Third Storey | BI01010001010000000000000515BI0100001266 | 49.67 | Sqm |
| 155 | 155 | 95 : - Providing and fixing Vitrified tiles 800x800mm of approved make in Skirting/dados, pillars wall facing laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 And joint will be 4mm wide instead of zero joint by using spacer to ensure uniformity of joint duly filled with epoxy grout minimum depth upto the thickness of tile of reputed make such as Pidilite (T-13 Roff), Mapaie, Laticrete, Ardex Endura as approved by Engineer-in-Charge. Note:- Tile shall be premium quality (first quality) of reputed manufacturer like RAK, NITCO, KAJARAI, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO (Double charged tiles shall be used as approved by Engineer-in charge (NS) 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. First Storey | BI01010001010000000000000515BI0100001267 | 6.39 | Sqm |
| 156 | 156 | : - Second Storey | BI01010001010000000000000515BI0100001268 | 6.56 | Sqm |
| 157 | 157 | : - Third Storey | BI01010001010000000000000515BI0100001269 | 3.99 | Sqm |
| 158 | 158 | 96 : - Providing and fixing structural glazing with 5 mm thick antelio heat resistant glass (toughened reflactive colored glass) (make: MODI, SAINTGLOBAIN, AIS) over frame of aluminium extruded tubular section and joints duly filled with silicon sealer (Exterior and Interior Grade) and gasket complete.The rate to be inclusive of cost of material such as cleats, sleeves, screws, silicon sealant, gasket of superior quality etc. necessary for fabrication of extruded aluminium frame work, in all respects to the entire the satisfaction of the Engineer in Charge. (Make of all the constituents like sealant, gasket etc. shall be got approved from Enginner-in-Charge before application (Excluding cost of Aluminium) (NS). Note:- 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 | BI01010001010000000000000515BI0100001270 | 170.04 | Sqm |
| 159 | 159 | 97 : - Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including: a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. (Excluding cost of Aluminium) (NS). | BI01010001010000000000000515BI0100001271 | 354.32 | Sqm |
| 160 | 160 | 98 : - Providing and Laying Pre-polished Granite stone 17 mm & above (Colors like :- S-White, Steel Grey, Tan Brown, Marigold, crystal Blue, Rajasthan Black, Copper Silk) 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. (NS. First Storey | BI01010001010000000000000515BI0100001272 | 123.82 | Sqm |
| 161 | 161 | : - Second Storey | BI01010001010000000000000515BI0100001273 | 127.21 | Sqm |
| 162 | 162 | : - Third Storey | BI01010001010000000000000515BI0100001274 | 126.73 | Sqm |
| 163 | 163 | 99 : - Providing and Laying Pre-polished Granite stone 17 mm & above Like :- S-White, Steel Grey, Tan Brown, Marigold, crystal Blue, Rajasthan Black, Copper Silk in skirting/dados, risers of steps, pillars, wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortor 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. (NS). First Storey | BI01010001010000000000000515BI0100001275 | 36.93 | Sqm |
| 164 | 164 | : - Second Storey | BI01010001010000000000000515BI0100001276 | 36.41 | Sqm |
| 165 | 165 | : - Third Storey | BI01010001010000000000000515BI0100001277 | 38.74 | Sqm |
| 166 | 166 | 100 : - Laying and fixing Tactile of any size of approved make in floors 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 of tiles. Inclusive of all material except tile. (Tile Shall be supplied by the Department). (NS). | BI01010001010000000000000515BI0100001278 | 273.25 | Sqm |
| 167 | 167 | 101 : - Providing and fixing Multiwall Poly-carbonate Sheet 10mm thick with Aluminium profile (Heavy), EPDM Gasket rubber fixed with Steel Screws. Silcon at joints. The work to be executed complete in all respects to the entire the satisfaction of the Engineer-In-Charge. (NS) | BI01010001010000000000000515BI0100001279 | 18.66 | Sqm |
| 168 | 168 | 102 : - Providing ISI marked aluminium Tower Botls with nuts & screws etc complete. (NS) Size 100 mm x 10 mm | BI01010001010000000000000515BI0100001280 | 812 | Nos. |
| 169 | 169 | : - Size 150 mm x 10 mm | BI01010001010000000000000515BI0100001281 | 262 | Nos. |
| 170 | 170 | : - Size 200 mm x 10 mm | BI01010001010000000000000515BI0100001282 | 262 | Nos. |
| 171 | 171 | 103 : - Providing ISI marked aluminium Sliding Door Botls with nuts & screws etc complete. (NS) Size 250 mm x 16 mm | BI01010001010000000000000515BI0100001283 | 122 | Nos. |
| 172 | 172 | : - Size 300 mm x 16 mm | BI01010001010000000000000515BI0100001284 | 70 | Nos. |
| 173 | 173 | 104 : - Providing ISI marked aluminium Door Handles with nuts & screws etc complete. (Size 150 mm x 200 mm x 35 mm). (NS) 100 mm x 150 mm x 30 mm. | BI01010001010000000000000515BI0100001285 | 402 | Nos. |
| 174 | 174 | : - 150 mm x 200 mm x 35 mm. | BI01010001010000000000000515BI0100001286 | 192 | Nos. |
| 175 | 175 | 105 : - Providing ISI marked aluminium butt hinges with nuts & screws etc complete. (). (NS) Size 100 mm x 31.75 mm x 11 mm | BI01010001010000000000000515BI0100001287 | 774 | Nos. |
| 176 | 176 | : - Size 125 mm x 31.75 mm x 11 mm | BI01010001010000000000000515BI0100001288 | 786 | Nos. |
| 177 | 177 | 106 : - Earth work non plastic or Tibba Sand under floors 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]. | BI01010001010000000000000515BI0100001289 | 17940.8 | Cum |
| 178 | 178 | 107 : - 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). | BI01010001010000000000000515BI0100001290 | 1095.23 | Cum |
| 179 | 179 | 108 : - Providing & laying 75mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to 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). | BI01010001010000000000000515BI0100001291 | 408.67 | Cum |
| 180 | 180 | 109 : - 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. Note:- 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. | BI01010001010000000000000515BI0100001292 | 408.67 | Cum |
| 181 | 181 | 110 : - Excavation of Circular shafts 2'-6" dia upto a depth of 20'-0", acting as soke pits this shaft shall be excavated upto sand starta. (NS). | BI01010001010000000000000515BI0100001293 | 2 | Each |
| 182 | 182 | 111 : - Public Health Work:- 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)]. | BI01010001010000000000000515BI0100001294 | 363.35 | Cum |
| 183 | 183 | 112 : - Drilling and Tapping cast iron pipe lines of all diameters and screwing in ferrule and connections-Size of ferrule. (vi) 40 mm internal diameter of pipeline. [HSR 28.22]. | BI01010001010000000000000515BI0100001295 | 1 | Each |
| 184 | 184 | 113 : - 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]. (i) 11.43 cm thickness of walls | BI01010001010000000000000515BI0100001296 | 450 | Each |
| 185 | 185 | : - (ii) 22.86 cm thickness of walls | BI01010001010000000000000515BI0100001297 | 650 | Each |
| 186 | 186 | 114 : - 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]. (a) 15 mm internal diameter | BI01010001010000000000000515BI0100001298 | 1 | Rmt |
| 187 | 187 | : - (b) 20 mm internal diameter | BI01010001010000000000000515BI0100001299 | 1 | Rmt |
| 188 | 188 | : - (c) 25 mm internal diameter | BI01010001010000000000000515BI0100001300 | 1 | Rmt |
| 189 | 189 | : - (d) 32 mm internal diameter | BI01010001010000000000000515BI0100001301 | 1 | Rmt |
| 190 | 190 | : - (e) 40 mm internal diameter | BI01010001010000000000000515BI0100001302 | 1 | Rmt |
| 191 | 191 | 115 : - 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. Upto 200 mm internal diameter. [HSR 28.47 (a)]. | BI01010001010000000000000515BI0100001303 | 1 | Each |
| 192 | 192 | 116 : - 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 coplete as per standard design. [HSR 29.84]. (a) Size 450 mm x 450 mm | BI01010001010000000000000515BI0100001304 | 14 | Each |
| 193 | 193 | : - (b) Size 450 mm x 600 mm | BI01010001010000000000000515BI0100001305 | 14 | Each |
| 194 | 194 | : - (c) Size 600 mm x 900 mm | BI01010001010000000000000515BI0100001306 | 20 | Each |
| 195 | 195 | 117 : - Extra for over 0.30 metre depth of inspection chamber. (c) 600 x 900 mm. (HSR 29.85) | BI01010001010000000000000515BI0100001307 | 1.2 | Mtrs.(asper0.30Mtrs.Depth) |
| 196 | 196 | 118 : - 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 thickleft 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)]. | BI01010001010000000000000515BI0100001308 | 12 | Each |
| 197 | 197 | 119 : - 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. The 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. The 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)]. (ii) On 150 mm I/d Pipe sewer (a) For 1.20 Mtrs. depth below ground level | BI01010001010000000000000515BI0100001309 | 8 | Each |
| 198 | 198 | : - (b) For 1.50 Mtrs. depth below ground level | BI01010001010000000000000515BI0100001310 | 8 | Each |
| 199 | 199 | : - (c) For 1.80 Mtrs. depth below ground level | BI01010001010000000000000515BI0100001311 | 8 | Each |
| 200 | 200 | 120 : - 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. (HSR 29.93). (b) 250 mm dia | BI01010001010000000000000515BI0100001312 | 10 | Rmt |
| 201 | 201 | : - (c) 300 mm dia | BI01010001010000000000000515BI0100001313 | 270 | Rmt |
| 202 | 202 | : - (d) 350 mm dia | BI01010001010000000000000515BI0100001314 | 76.22 | Rmt |
| 203 | 203 | 121 : - 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 inlcuding 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. (HSR 29.95) (c) 200 mm dia | BI01010001010000000000000515BI0100001315 | 176.83 | Rmt |
| 204 | 204 | : - (d) 250 mm dia | BI01010001010000000000000515BI0100001316 | 67.07 | Rmt |
| 205 | 205 | 122 : - 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)]. | BI01010001010000000000000515BI0100001317 | 14 | Each |
| 206 | 206 | 123 : - 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)]. | BI01010001010000000000000515BI0100001318 | 22 | Each |
| 207 | 207 | 124 : - 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)]. | BI01010001010000000000000515BI0100001319 | 36 | Each |
| 208 | 208 | 125 : - 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)]. | BI01010001010000000000000515BI0100001320 | 22 | Each |
| 209 | 209 | 126 : - 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)]. | BI01010001010000000000000515BI0100001321 | 36 | Each |
| 210 | 210 | 127 : - PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE FLAT BLACK OR ANGULAR LIPPED FRONT URINAL 465 MM HIGH consisting of:- (i) flat black lipped or angular urinal basin of VITREOUS CHINA WARE (to the approval Of the Engineer-in-charge)(i) White. [HSR 30.19 (i)]. | BI01010001010000000000000515BI0100001322 | 24 | Each |
| 211 | 211 | 128 : - Providing and fixing 25 mm thick marble partitions for different type of urinals. (b) Vetreous Chinaware Partition Plate. (ii) Large Size 835 mm x 335 mm. (i) White. (HSR 30.40). | BI01010001010000000000000515BI0100001323 | 24 | Each |
| 212 | 212 | 129 : - 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)]. | BI01010001010000000000000515BI0100001324 | 42 | Each |
| 213 | 213 | 130 : - 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]. | BI01010001010000000000000515BI0100001325 | 42 | Each |
| 214 | 214 | 131 : - 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]. | BI01010001010000000000000515BI0100001326 | 42 | Each |
| 215 | 215 | 132 : - 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)]. | BI01010001010000000000000515BI0100001327 | 12 | Each |
| 216 | 216 | 133 : - 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). | BI01010001010000000000000515BI0100001328 | 12 | Each |
| 217 | 217 | 134 : - 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)]. | BI01010001010000000000000515BI0100001329 | 12 | Each |
| 218 | 218 | 135 : - 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)]. | BI01010001010000000000000515BI0100001330 | 36 | Each |
| 219 | 219 | 136 : - 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)] | BI01010001010000000000000515BI0100001331 | 54 | Each |
| 220 | 220 | 137 : - 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)]. | BI01010001010000000000000515BI0100001332 | 54 | Each |
| 221 | 221 | 138 : - 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)]. | BI01010001010000000000000515BI0100001333 | 54 | Each |
| 222 | 222 | 139 : - Providing & fixing in position best Indian make bevelled edge 5.5 mm thick mirror mounted on absetos sheet ground fixed in postion 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)]. | BI01010001010000000000000515BI0100001334 | 64 | Each |
| 223 | 223 | 140 : - 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)]. | BI01010001010000000000000515BI0100001335 | 75 | Each |
| 224 | 224 | 141 : - 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]. | BI01010001010000000000000515BI0100001336 | 156 | Each |
| 225 | 225 | 142 : - 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]. (a) Bib cock long body. | BI01010001010000000000000515BI0100001337 | 90 | Each |
| 226 | 226 | : - (c) Bib Cock short body. | BI01010001010000000000000515BI0100001338 | 15 | Each |
| 227 | 227 | 143 : - 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)]. | BI01010001010000000000000515BI0100001339 | 192 | Each |
| 228 | 228 | 144 : - Providing and fixing C.P. brass liquid soap container of best quality (as required by the Engineer-in-charge). (HSR 30.77). | BI01010001010000000000000515BI0100001340 | 54 | Each |
| 229 | 229 | 145 : - 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 making good the walls etc. (ii) Tooth Brush Holder. [HSR 30.79 (ii)]. | BI01010001010000000000000515BI0100001341 | 54 | Each |
| 230 | 230 | 146 : - 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)]. | BI01010001010000000000000515BI0100001342 | 192 | Each |
| 231 | 231 | 147 : - 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). | BI01010001010000000000000515BI0100001343 | 20 | Each |
| 232 | 232 | 148 : - 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). (a) for 100 mm interal diameter pipes. | BI01010001010000000000000515BI0100001344 | 450 | Each |
| 233 | 233 | : - (b) for 75 mm interal diameter pipes. | BI01010001010000000000000515BI0100001345 | 650 | Each |
| 234 | 234 | 149 : - 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)]. | BI01010001010000000000000515BI0100001346 | 16 | Each |
| 235 | 235 | 150 : - 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. gull trap. [HSR 30.114 (b)]. | BI01010001010000000000000515BI0100001347 | 20 | Each |
| 236 | 236 | 151 : - 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]. 1000 Ltrs. Capacity Water Tank | BI01010001010000000000000515BI0100001348 | 16 | Each |
| 237 | 237 | 152 : - DSR ITEMS 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). (iv) 32 mm internal diameter of pipeline | BI01010001010000000000000515BI0100001349 | 134.15 | Rmt |
| 238 | 238 | : - (v) 40 mm internal diameter of pipeline | BI01010001010000000000000515BI0100001350 | 81.4 | Rmt |
| 239 | 239 | 153 : - 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). (i) 15 mm internal diameter of pipeline | BI01010001010000000000000515BI0100001351 | 425.3 | Rmt |
| 240 | 240 | : - (ii) 20 mm internal diameter of pipeline | BI01010001010000000000000515BI0100001352 | 386.89 | Rmt |
| 241 | 241 | : - (iii) 25 mm internal diameter of pipeline | BI01010001010000000000000515BI0100001353 | 304.88 | Rmt |
| 242 | 242 | 154 : - Providing and fixing gun metal gate valve with C.I. Wheel of approved quality (Screwed end). (DSR 18.17) (b) 20 mm nominal bore | BI01010001010000000000000515BI0100001354 | 90 | Each |
| 243 | 243 | : - (c) 25 mm nominal bore | BI01010001010000000000000515BI0100001355 | 30 | Each |
| 244 | 244 | : - (d) 32 mm nominal bore | BI01010001010000000000000515BI0100001356 | 25 | Each |
| 245 | 245 | : - (e) 40 mm nominal bore | BI01010001010000000000000515BI0100001357 | 15 | Each |
| 246 | 246 | 155 : - Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New Work). (DSR 18.46) (a) 15 mm nominal bore | BI01010001010000000000000515BI0100001358 | 70 | Each |
| 247 | 247 | : - (b) 20 mm nominal bore | BI01010001010000000000000515BI0100001359 | 125 | Each |
| 248 | 248 | : - (c) 25 mm nominal bore | BI01010001010000000000000515BI0100001360 | 85 | Each |
| 249 | 249 | : - (d) 32 mm nominal bore | BI01010001010000000000000515BI0100001361 | 60 | Each |
| 250 | 250 | : - (e) 40 mm nominal bore | BI01010001010000000000000515BI0100001362 | 40 | Each |
| 251 | 251 | 156 : - Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DSR 19.16). | BI01010001010000000000000515BI0100001363 | 84 | Each |
| 252 | 252 | 157 : - Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : (i) For pipes 100 to 250 mm diameter. [DSR 19.21.1]. | BI01010001010000000000000515BI0100001364 | 4 | Each |
| 253 | 253 | 158 : - Boring/drilling bore well of required dia dor casing/strainer pipe, by suitable method prescribed in IS: 2880 (part I), including collecting samples from different strata preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants and machineries, pit for water, arragement of water including water charges etc as required for the job all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. (i) All type of Soil. (i) 300 mm dia. ([DSR 23.1.1.1)]. | BI01010001010000000000000515BI0100001365 | 180 | Mtrs. |
| 254 | 254 | 159 : - Boring/drilling bore well of required dia dor casing/strainer pipe, by suitable method prescribed in IS: 2880 (part I), including collecting samples from different strata preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants and machineries, pit for water, arragement of water including water charges etc as required for the job all complete as per direction of Engineer-in-charge, beyond 90 metre & 150 metre depth below ground level. (i) All type of Soil. (i) 300 mm dia. ([DSR 23.1.2.1)]. | BI01010001010000000000000515BI0100001366 | 44 | Mtrs. |
| 255 | 255 | 160 : - Supplying, assembling, loweing 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. (i) 150 mm dia. [DSR 23.3.2). | BI01010001010000000000000515BI0100001367 | 380 | Mtrs. |
| 256 | 256 | 161 : - Supplying, assembling, loweing and fixing in vertical position in bore well, unplasticized PVC medium well screen (RMS) pipes with ribs, 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. (i) 150 mm dia. [DSR 23.4.2]. | BI01010001010000000000000515BI0100001368 | 31.5 | Mtrs. |
| 257 | 257 | 162 : - 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). | BI01010001010000000000000515BI0100001369 | 28.52 | Cum |
| 258 | 258 | 163 : - Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (DSR 23.6). | BI01010001010000000000000515BI0100001370 | 21.4 | Cum |
| 259 | 259 | 164 : - 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 -incharge. (DSR 23.7). | BI01010001010000000000000515BI0100001371 | 14.26 | Cum |
| 260 | 260 | 165 : - 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). | BI01010001010000000000000515BI0100001372 | 23.74 | Cum |
| 261 | 261 | 166 : - Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). (2) 150 mm dia. (DSR 23.15.2) | BI01010001010000000000000515BI0100001373 | 2 | Each |
| 262 | 262 | 167 : - NS ITEMS Providing and laying UPVC Pipe (wokring Pressure 6 Kg/Sqcm), including specials like:- Floor traps, Heal rest bend, Double Junction with door, Single Junction with door, Bend with Door, Bend Plain, Cowls, Door piece, Collars, Floor Traps etc. The Rate shall be inclusive of Chemical for jointing, hanging arrangement below ceiling concreting around floor trap and other misc. complete in all respect as per satisfaction of Engineer-in-Charge. Make:- Diplast, Kisan, Truflo (Hindware). (NS) (a) 100 mm internal diameter. | BI01010001010000000000000515BI0100001374 | 348.17 | Rmt |
| 263 | 263 | : - (b) 75 mm internal diameter. | BI01010001010000000000000515BI0100001375 | 645.43 | Rmt |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
