Public Works Department-PWD has published Reinvited For Carrying Out Miscellaneous Works Viz Bricks Wall Support For Medical Gas Pipe Line Reconstruction Of Front Wall Of G Block Lecture Hall Etc In Pgims Rohtak. Submission Date for this Tender is 29-12-2020. Medical Gas System Tenders in Rohtak Haryana. Bidders can get complete Tender details and download the document.
| Name of Work: Carrying out miscellaneous works viz bricks wall, support for medical gas pipe line, reconstruction of front wall of G-block Lecture hall etc. in PGIMS, Rohtak. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation in foundations, trenches, etc. in all kinds of soils, 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 meters. (HSR 6.6) | 17.36 | Per Cubic Metre | |
| 2 | 2 | Cement concrete 1:8:16 with brick ballast 40 mm Nominal size in foundation and plinth.(HSR 10.26) | 3.47 | Per Cubic Metre | |
| 3 | 3 | Cement concrete 1:1-1/2:3 with stone aggregate 20mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal ,excluding steel reinforcement, but including centring and shuttering ,laid in position , complete in all respects.(HSR.10.82+10.95,a) | 0.41 | Per Cubic Metre | |
| 4 | 4 | Cement concrete 1:1-1/2:3 with stone aggregate 20 mm Nominal size for reinforced concrete work for walls exceeding 20 cm thinkness (straight and curved) beams, girders,stairs, columns,(square olr 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) | 2.19 | Per Cubic Metre | |
| 5 | 5 | First class brick work laid in cement sand mortar 1:6 in foundation and plinth(HSR.11.2) | 5.21 | Per Cubic Metre | |
| 6 | 6 | 11.43 cm thick brick wall laid in cement sand mortar 1:4 without reinforcement in foundation and plinth (HSR 11.47) | 16.72 | Per Square Metre | |
| 7 | 7 | First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level (HSR.11.7) | |||
| 8 | 8 | (a) In 1st storey | 16.46 | Per Cubic Metre | |
| 9 | 9 | (b) In 2nd storey | 3.94 | Per Cubic Metre | |
| 10 | 10 | (c) In 3rd storey | 3.94 | Per Cubic Metre | |
| 11 | 11 | (d) In 4th storey | 2.08 | Per Cubic Metre | |
| 12 | 12 | Supply and erection of cable tray made out of 2mm thick galvanized perforated sheet steel including erection of the same on wall of ceiling with necessary fixture and other material required to complete in all respect uoto the entire satisfaction of the Engineer-in-Charge of the work.(HSR 31.81) | |||
| 13 | 13 | (i) 40x100 mm | 54.86 | Per Running Metre | |
| 14 | 14 | Kotah stone flooring minimum 25mm thick, in any pattern as specified over 20 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing.( HSR 14.62) | 11.5 | Per Square Metre | |
| 15 | 15 | Laying and fixing vitrified/ceramic/glazed tiles of any size of approved make in skirting/dado, pillers, wall facing laid in any pattern as specified over a 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 tiles. (Tiles shall be supplied by the Department). (HSR 14.94) | 40.25 | Per Square Metre | |
| 16 | 16 | Laying and fixing granite stone in all shades, 15mm to 18mm thick in flooring, laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite stone (excluding the cost of granite stone) (HSR 14.96) | 9.38 | Per Square Metre | |
| 17 | 17 | Laying and fixing granite stone in all shades, 15mm to 18mm thick in skirting/dado, risers of steps, pillars and 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 stone including labour for fixing crams pins and dowels etc. (ex-cluding the cost of granite stone) (HSR 14.95) | 0.56 | Per Square Metre | |
| 18 | 18 | 12 mm thick cement plaster 1:6 on walls (HSR 15.7) | |||
| 19 | 19 | (a) In 1st storey | 83.95 | Per Square Metre | |
| 20 | 20 | (b) In 2nd storey | 17.25 | Per Square Metre | |
| 21 | 21 | (c) In 3rd storey | 17.25 | Per Square Metre | |
| 22 | 22 | (d) In 4th storey | 10.24 | Per Square Metre | |
| 23 | 23 | 15 mm thick cement plaster 1:4 on the rough side of single or half brick wall (HSR 15.10) | |||
| 24 | 24 | (a) In 1st storey | 36.29 | Per Square Metre | |
| 25 | 25 | (b) In 2nd storey | 17.25 | Per Square Metre | |
| 26 | 26 | (c) In 3rd storey | 17.25 | Per Square Metre | |
| 27 | 27 | (d) In 4th storey | 10.24 | Per Square Metre | |
| 28 | 28 | Factory manufactured solid flush door shutters, with block board core as per I.S. No. 1659-1669 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) (HSR 17.93)- Note 1 under chapter 17.18)\n(a) Commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges:-(Jwala/Ujala make). | |||
| 29 | 29 | (iii) 35 mm thick | 7.8 | Per Square Metre | |
| 30 | 30 | Wrought iron and mild steel (using angles, flats, square bars, tee and channels) ladders, grills, gratting frames, window guards, iron doors openable or fixed staircase or parapet or any other type of railing, gates and tree guard etc., including cost of screws and welding rods or bolts and nuts complete fixed in position. (HSR 18.12) | 0.19 | Per Quintal | |
| 31 | 31 | 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. (HSR 18.22).\nNote:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS:1732.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.\n | 2.19 | Per Quintal | |
| 32 | 32 | Pressed steel sheet frames (chowkats) 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 | |||
| 33 | 33 | (b) Door and window frame of size 76x38 mm with 35mm wide single rebate. | 16.46 | Per Running Metre | |
| 34 | 34 | d) Door and window frame of size 114 mm x 50 mm with 35 mm wide double rebate | 21.24 | Per Running Metre | |
| 35 | 35 | Providing steel pipe I.S.I. mark in columns with 2 Nos. M.S. plates welded on both ends of the pipe including cutting etc., complete fixed in position (HSR 18.41) | 5.37 | Per Quintal | |
| 36 | 36 | Supply and erection of cable try made out of 2mm thick galvanized perforated sheet steel including erection of the same on wall of ceiling with necessary fixture and other material required to complete in all respect upto the entire satisfactionn of the Engineer-in-chargee of the work.(HSR 31.81) | |||
| 37 | 37 | (iii) 50x300mm | 82.3 | Per Running Metre | |
| 38 | 38 | Supply and erection of factory manufactured cable tray cover made of GI sheet complete sheet steel includingNuts bors and I position including petty materials required to complete in all respect upto the entire satisfactionn of the Engineer-in-chargee of the work.(HSR 31.82) | |||
| 39 | 39 | (iii) Suitable for 50x300mm | 82.3 | Per Running Metre |
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