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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88.5 LAccepted-AOC | ₹88.5 L | L1 | Accepted-AOC Successful Bidder |
| 2 | L2₹95.5 L+₹6.9 L (7.84%)Rejected-Finance | ₹95.5 L+₹6.9 L (7.84%) | L2 | Rejected-Finance Non Responsive |
| 3 | L3₹98.3 L+₹9.8 L (11.0%)Rejected-Finance | ₹98.3 L+₹9.8 L (11.0%) | L3 | Rejected-Finance Non Responsive |
| Sl No | Description | Qty | Unit | Rodick L Mawlong | Joseph Syngkli | BANSHANBOKLANG KHARDEWSAW |
|---|---|---|---|---|---|---|
| 1.00 | Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.Walls at first floor :- 1 x 2.5 x 2.6 x 0.15 = 0.98 1 x 3.7 x 2.6 x 0.15 = 1.44 1 x 2.5 x 2.6 x 0.23 = 1.5 Mumty slab parapet walls :- 2 x 9.84 x 1.5 x 0.23 = 6.79 2 x 3.9 x 1.5 x 0.23 = 2.69 Wall :- 4 x 4.32 x 2.05 x 0.23 = 8.15 2 x 3.9 x 2.05 x 0.23 = 3.68 Terrace parapet walls :- 3 x 5.23 x 1 x 0.23 = 3.61 3 x 4.32 x 1 x 0.23 = 2.98 1 x 3.7 x 1 x 0.23 = 0.85 2 x 4.62 x 1 x 0.23 = 2.13 2 x 5.12 x 1 x 0.23 = 2.36 1 x 4.32 x 1 x 0.23 = 0.99 | 38.15 | m³ | 9,003.4 ₹9,003.4 Lowest | 95,566.6 ₹95,566.6 | 35,113.26 ₹35,113.26 |
| 2.00 | Demolishing cement concrete including disposal of material within 50 metres lead as per direction of Engineer-in-charge.a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) Toilet floor at first floor :- 2 x 2.6 x 3.7 x 0.1 = 1.92 | 1.92 | m³ | 453.12 ₹453.12 Lowest | 4,809.64 ₹4,809.64 | 2,073.02 ₹2,073.02 |
| 3.00 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.b) For thickness of tiles above 25 mm and up to 40 mm Floor at first floor :- 1 x 4.32 x 8.93 = 38.58 | 38.58 | m² | 9,104.88 ₹9,104.88 | 17,841.92 ₹17,841.92 | 2,276.22 ₹2,276.22 Lowest |
| 4.00 | Making opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest approved dumping ground, all complete as per direction of Engineer-in-Charge.For door/ window/ clerestory window At first floor :- 1 x 2.7 x 1.8 = 4.86 | 4.86 | m² | 1,146.96 ₹1,146.96 Lowest | 2,247.58 ₹2,247.58 | 3,561.31 ₹3,561.31 |
| 5.00 | Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. Mumty slab :- 1 x 9.84 x 4.9 x 0.12 = 5.79 Beam B23 :- 1 x 3.7 x 0.23 x 0.45 = 0.38 Beam B24 :- 1 x 3.7 x 0.23 x 0.45 = 0.38 Beam B25 :- 1 x 3.7 x 0.23 x 0.45 = 0.38 Beam B6&B7 :- 1 x 8.65 x 0.23 x 0.6 = 1.19 Beam B10&B11 :- 1 x 8.65 x 0.23 x 0.6 = 1.19 Column C12 :- 1 x 2.5 x 0.23 x 0.6 = 0.35 Column C8 :- 1 x 2.5 x 0.23 x 0.6 = 0.35 Column C9 :- 1 x 2.5 x 0.23 x 0.6 = 0.35 Column C10 :- 1 x 2.5 x 0.23 x 0.6 = 0.35 Column C13 :- 1 x 2.5 x 0.23 x 0.6 = 0.35 Column C14 :- 1 x 2.5 x 0.23 x 0.6 = 0.35 Expose columns :- 10 x 1 x 0.23 x 0.6 = 1.38 | 12.79 | m³ | 3,018.44 ₹3,018.44 Lowest | 32,039.23 ₹32,039.23 | 20,223.55 ₹20,223.55 |
| 6.00 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead: a) Of area 3 sqm and below D1 at first floor :- = 1no, D3 at first floor :- = 2no, D1 at second floor :- = 1no, W1 at ground fllor :- = 2no, W4 at first fllor :- = 2no, W1 at first fllor :- = 1 no. | 9 | Nos | 2,124 ₹2,124 | 8,671.23 ₹8,671.23 | 1,646.1 ₹1,646.1 Lowest |
| 6.01 | b) Of area beyond 3 sqm G2 = 1 no | 1 | No | 236 ₹236 Lowest | 1,751.76 ₹1,751.76 | 253.7 ₹253.7 |
| 7.00 | Supplying, fitting and fixing in position reinforcement bars up to 1st floor level, conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required).c) Thermo-Mechanically Treated bars Columns :- From second floor level up to third floor level Column C3 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 Stirrups :- 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C6 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C15 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C4 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C5 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C7 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C11 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C8 :- 1 x 1 x 10 x 4.66 x 1.58 = 73.63 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C9 :- 1 x 1 x 10 x 4.66 x 1.58 = 73.63 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C10 :- 1 x 1 x 10 x 4.66 x 1.58 = 73.63 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C12 :- 1 x 1 x 10 x 4.66 x 1.58 = 73.63 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C13 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C14 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C16 :- 1 x 1 x 8 x 4.66 x 2.47 = 92.08 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C17 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C18 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 From third floor level up to Mumty slab level :- Column C12 :- 1 x 1 x 10 x 2.5 x 1.58 = 39.5 1 x 1 x 21 x 1.75 x 0.39 = 14.33 1 x 2 x 21 x 0.9 x 0.39 = 14.74 Column C8 :- 1 x 1 x 8 x 2.5 x 1.58 = 31.6 1 x 1 x 21 x 1.75 x 0.39 = 14.33 1 x 2 x 21 x 0.9 x 0.39 = 14.74 Column C9 :- 1 x 1 x 8 x 2.5 x 1.58 = 31.6 1 x 1 x 21 x 1.75 x 0.39 = 14.33 1 x 2 x 21 x 0.9 x 0.39 = 14.74 Column C10 :- 1 x 1 x 8 x 2.5 x 2.47 = 49.4 1 x 1 x 21 x 1.75 x 0.39 = 14.33 1 x 2 x 21 x 0.9 x 0.39 = 14.74 Column C13 :- 1 x 1 x 8 x 2.5 x 1.58 = 31.6 1 x 1 x 21 x 1.75 x 0.39 = 14.33 1 x 2 x 21 x 0.9 x 0.39 = 14.74 Column C14 :- 1 x 1 x 8 x 2.5 x 1.58 = 31.6 1 x 1 x 21 x 1.75 x 0.39 = 14.33 1 x 2 x 21 x 0.9 x 0.39 = 14.74 Exposed columns :- Stirups :- 1 x 1 x 9 x 1.75 x 0.39 = 6.14 1 x 2 x 9 x 0.9 x 0.39 = 6.32 Third floor beam :- 3B2, 3B3, 3B4 :- 1 x 1 x 3 x 14.5 x 0.89 = 38.72 Stirups :- 1 x 3 x 35 x 1.75 x 0.39 = 71.66 3B42 :- 1 x 1 x 2 x 4.95 x 1.58 = 15.64 1 x 1 x 4 x 4.95 x 0.89 = 17.62 Stirups :- 1 x 2 x 35 x 1.45 x 0.39 = 39.59 3B5, 3B6, 3B7; 3B8 :- 1 x 1 x 2 x 14.5 x 1.58 = 45.82 1 x 1 x 2 x 14.5 x 2.47 = 71.63 Extra :- 1 x 4 x 2 x 1.75 x 1.58 = 22.12 Stirups :- 1 x 3 x 35 x 1.75 x 0.39 = 71.66 3B9 :- 1 x 1 x 5 x 4.75 x 0.89 = 21.14 Stirups :- 1 x 2 x 36 x 1.45 x 0.39 = 40.72 3B10, 3B11, 3B12 :- 1 x 1 x 2 x 13.05 x 1.58 = 41.24 1 x 1 x 2 x 13.05 x 0.89 = 23.23 Extra :- 1 x 3 x 2 x 1.75 x 1.58 = 16.59 Stirups :- 1 x 2 x 35 x 1.75 x 0.39 = 47.78 1 x 1 x 26 x 1.75 x 0.39 = 17.75 3B39 :- 1 x 1 x 2 x 3.85 x 1.58 = 12.17 1 x 1 x 4 x 3.85 x 0.89 = 13.71 Stirups :- 1 x 2 x 27 x 1.45 x 0.39 = 30.54 3B13, 3B14 :- 1 x 1 x 2 x 10.15 x 1.58 = 32.07 1 x 1 x 2 x 10.15 x 2.47 = 50.14 Extra :- 1 x 2 x 2 x 2.25 x 1.58 = 14.22 Stirups :- 1 x 2 x 35 x 1.75 x 0.39 = 47.78 3B19 :- 1 x 1 x 5 x 4.6 x 1.58 = 36.34 Extra :- 1 x 2 x 2 x 2.05 x 1.58 = 12.96 Stirups :- 1 x 2 x 32 x 1.75 x 0.39 = 43.68 3B43 :- 1 x 1 x 5 x 2.6 x 1.58 = 20.54 Extra :- 1 x 2 x 2 x 2.05 x 1.58 = 12.96 Stirups :- 1 x 2 x 32 x 1.75 x 0.39 = 43.68 3B43 :- 1 x 1 x 2 x 2.6 x 1.58 = 8.22 1 x 1 x 3 x 2.6 x 0.89 = 6.94 Extra :- 1 x 1 x 2 x 0.5 x 1.58 = 1.58 Stirups :- 1 x 2 x 15 x 1.75 x 0.39 = 20.48 3B20 :- 1 x 1 x 5 x 4.6 x 1.58 = 36.34 Extra :- 1 x 2 x 2 x 2.05 x 1.58 = 12.96 Stirups :- 1 x 2 x 32 x 1.75 x 0.39 = 43.68 3B24 :- 2 x 1 x 5 x 4.3 x 1.58 = 67.94 Extra :- 2 x 2 x 1 x 1.5 x 1.58 = 9.48 Stirups :- 2 x 1 x 31 x 1.75 x 0.39 = 42.32 3B27 :- 1 x 1 x 4 x 5.25 x 1.58 = 33.18 Extra :- 1 x 2 x 1 x 1.5 x 1.58 = 4.74 Stirups :- 1 x 1 x 39 x 1.75 x 0.39 = 26.62 3B28 :- 1 x 1 x 4 x 5.25 x 1.58 = 33.18 Extra :- 1 x 2 x 1 x 1.5 x 1.58 = 4.74 Stirups :- 1 x 1 x 39 x 1.75 x 0.39 = 26.62 3B43 :- 1 x 1 x 2 x 2.6 x 1.58 = 8.22 1 x 1 x 3 x 2.6 x 0.89 = 6.94 Extra :- 1 x 1 x 2 x 0.5 x 1.58 = 1.58 Stirups :- 1 x 2 x 15 x 1.75 x 0.39 = 20.48 3B21,B25, B29 :- 1 x 1 x 4 x 14.2 x 1.58 = 89.74 Extra :- 1 x 1 x 2 x 1.8 x 2.47 = 8.89 1 x 1 x 2 x 2.5 x 2.47 = 12.35 1 x 1 x 2 x 1.35 x 2.47 = 6.67 Stirups :- 1 x 1 x 45 x 1.75 x 0.39 = 30.71 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 1 x 40 x 1.75 x 0.39 = 27.3 3B36 :- 2 x 1 x 5 x 4.3 x 1.58 = 67.94 Extra :- 2 x 2 x 1 x 1.5 x 1.58 = 9.48 Stirups :- 2 x 1 x 31 x 1.75 x 0.39 = 42.32 3B22,B26, B30 :- 1 x 1 x 4 x 14.2 x 1.58 = 89.74 Extra :- 1 x 1 x 2 x 1.8 x 2.47 = 8.89 1 x 1 x 2 x 2.5 x 2.47 = 12.35 1 x 1 x 2 x 1.35 x 2.47 = 6.67 Stirups :- 1 x 1 x 45 x 1.75 x 0.39 = 30.71 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 1 x 40 x 1.75 x 0.39 = 27.3 Landing beam :- MLB23 :- 2 x 1 x 6 x 4.3 x 2.47 = 127.45 Extra :- 2 x 2 x 3 x 1.3 x 1.58 = 24.65 Stirups :- 2 x 1 x 31 x 1.75 x 0.39 = 42.32 Mumty slab beam :- 3B24 :- 3 x 1 x 5 x 4.3 x 1.58 = 101.91 Extra :- 3 x 2 x 1 x 1.5 x 1.58 = 14.22 Stirups :- 3 x 1 x 31 x 1.75 x 0.39 = 63.47 3B10, 3B11, :- 2 x 1 x 4 x 7.85 x 1.58 = 99.22 Extra :- 2 x 1 x 2 x 1.35 x 1.58 = 8.53 2 x 1 x 2 x 2.25 x 1.58 = 14.22 2 x 1 x 2 x 1.9 x 1.58 = 12.01 Stirups :- 2 x 1 x 24 x 1.75 x 0.39 = 32.76 2 x 1 x 36 x 1.75 x 0.39 = 49.14 Staircase :- First flight Long section :- Bottom bar :- 1 x 1 x 8 x 5.9 x 0.89 = 42.01 Top bar :- 1 x 1 x 8 x 2.8 x 0.89 = 19.94 1 x 1 x 8 x 2.8 x 0.89 = 19.94 Short section :- Bottom bar :- 1 x 1 x 19 x 1.35 x 0.89 = 22.83 Top bar :- 1 x 1 x 6 x 1.35 x 0.89 = 7.21 1 x 1 x 6 x 1.35 x 0.89 = 7.21 Second flight Long section :- Bottom bar :- 1 x 1 x 8 x 4.6 x 0.89 = 32.75 Top bar :- 1 x 1 x 8 x 2.4 x 0.89 = 17.09 1 x 1 x 8 x 2.4 x 0.89 = 17.09 Short section :- Bottom bar :- 1 x 1 x 24 x 1.35 x 0.89 = 28.84 Top bar :- 1 x 1 x 10 x 1.35 x 0.89 = 12.02 1 x 1 x 10 x 1.35 x 0.89 = 12.02 Third flight Long section :- Bottom bar :- 1 x 1 x 8 x 5.6 x 0.89 = 39.87 Top bar :- 1 x 1 x 8 x 2.5 x 0.89 = 17.8 1 x 1 x 8 x 2.5 x 0.89 = 17.8 Short section :- Bottom bar :- 1 x 1 x 19 x 1.35 x 0.89 = 22.83 Top bar :- 1 x 1 x 6 x 1.35 x 0.89 = 7.21 1 x 1 x 6 x 1.35 x 0.89 = 7.21 Slab 3S3, 3S2, 3S3 :- Bottom bar :- Short section :- 1 x 1 x 87 x 5.3 x 0.62 = 285.88 Long section :- 1 x 1 x 36 x 13.2 x 0.62 = 294.62 Top bar :- Short section :- 1 x 1 x 87 x 5.3 x 0.62 = 285.88 Long section :- 1 x 1 x 36 x 13.2 x 0.62 = 294.62 Slab 3S6, 3S4, 3S5 :- Bottom bar :- Short section :- 1 x 1 x 50 x 3.7 x 0.62 = 114.7 Long section :- 1 x 1 x 26 x 7.6 x 0.62 = 122.51 Top bar :- Short section :- 1 x 1 x 50 x 3.7 x 0.62 = 114.7 Long section :- 1 x 1 x 26 x 7.6 x 0.62 = 122.51 Slab 3S2, 3S3, 3S4 :- Bottom bar :- Short section :- 1 x 1 x 59 x 4.65 x 0.62 = 170.1 Long section :- 1 x 1 x 31 x 8.9 x 0.62 = 171.06 Top bar :- Short section :- 1 x 1 x 59 x 4.65 x 0.62 = 170.1 Long section :- 1 x 1 x 31 x 8.9 x 0.62 = 171.06 Balcony slab :- Bottom bar :- Short section :- 3 x 1 x 29 x 1.85 x 0.62 = 99.79 Long section :- 3 x 1 x 11 x 4.32 x 0.62 = 88.39 Top bar :- Short section :- 3 x 1 x 29 x 1.85 x 0.62 = 99.79 Long section :- 3 x 1 x 11 x 4.32 x 0.62 = 88.39 Mumty slab :- 4S6 :- Bottom bar :- Short section :- 1 x 1 x 56 x 4.9 x 0.62 = 170.13 Long section :- 1 x 1 x 33 x 8.4 x 0.62 = 171.86 Top bar :- Short section :- 1 x 1 x 56 x 4.9 x 0.62 = 170.13 Long section :- 1 x 1 x 33 x 8.4 x 0.62 = 171.86 Sill beam :- Main bar 2 x 1 x 4 x 13.1 x 0.62 = 64.98 Stirups :- 2 x 3 x 29 x 0.75 x 0.39 = 50.9 Main bar 1 x 1 x 4 x 11.75 x 0.62 = 29.14 Stirups :- 1 x 1 x 19 x 0.75 x 0.39 = 5.56 1 x 2 x 29 x 0.75 x 0.39 = 16.97 Main bar 1 x 1 x 4 x 8.7 x 0.62 = 21.58 Stirups :- 1 x 2 x 29 x 0.75 x 0.39 = 16.97 Lintel beam :- Main bar 2 x 1 x 4 x 13.1 x 0.62 = 64.98 Stirups :- 2 x 3 x 29 x 0.75 x 0.39 = 50.9 Main bar 1 x 1 x 4 x 11.75 x 0.62 = 29.14 Stirups :- 1 x 1 x 19 x 0.75 x 0.39 = 5.56 1 x 2 x 29 x 0.75 x 0.39 = 16.97 Main bar 1 x 1 x 4 x 8.7 x 0.62 = 21.58 Stirups :- 1 x 2 x 29 x 0.75 x 0.39 = 16.97 Main bar 2 x 1 x 4 x 7.35 x 0.62 = 36.46 Stirups :- 2 x 1 x 20 x 0.75 x 0.39 = 11.7 2 x 1 x 29 x 0.75 x 0.39 = 16.97 Main bar 2 x 1 x 4 x 3.9 x 0.62 = 19.34 Stirups :- 2 x 1 x 25 x 0.75 x 0.39 = 14.63 | 88.58 | qtls | 20,904.88 ₹20,904.88 Lowest | 6,06,718.15 ₹6,06,718.15 | 9,64,551.16 ₹9,64,551.16 |
| 8.00 | Extra over item 6. (a, b, c) above for each subsequent floor or part thereof above first floor level.From first floor to second floor level Quantity as item 6.11 above | 88.58 | qtls | 20,904.88 ₹20,904.88 Lowest | 5,27,580.64 ₹5,27,580.64 | 9,76,780.52 ₹9,76,780.52 |
| 8.01 | From second floor to third floor level Quantity as item 6.11 above = 88.58 | 88.58 | qtls | 20,904.88 ₹20,904.88 Lowest | 5,27,580.64 ₹5,27,580.64 | 9,76,780.52 ₹9,76,780.52 |
Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
16 Mar 2026, 11:00 amClosed
Chief Engineer(Transmission)
MeECL Lumjinsghai Shillong
Construction of Back Up SLDC at 220/132/33kV Mawphlang Grid Sub-station
2026_MeECL_1945_1
CE/MePTCL/Back-Up-SLDC/2025-26
Open Tender
Electrical Works
Works
180 days
Meghalaya
Please refer Tender documents.
4 documents required · 4 mandatory
₹29,500
MePTCL Principal Account
₹2.1 L
18 Jun 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
16 Mar 2026
11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.Walls at first floor :- 1 x 2.5 x 2.6 x 0.15 = 0.98 1 x 3.7 x 2.6 x 0.15 = 1.44 1 x 2.5 x 2.6 x 0.23 = 1.5 Mumty slab parapet walls :- 2 x 9.84 x 1.5 x 0.23 = 6.79 2 x 3.9 x 1.5 x 0.23 = 2.69 Wall :- 4 x 4.32 x 2.05 x 0.23 = 8.15 2 x 3.9 x 2.05 x 0.23 = 3.68 Terrace parapet walls :- 3 x 5.23 x 1 x 0.23 = 3.61 3 x 4.32 x 1 x 0.23 = 2.98 1 x 3.7 x 1 x 0.23 = 0.85 2 x 4.62 x 1 x 0.23 = 2.13 2 x 5.12 x 1 x 0.23 = 2.36 1 x 4.32 x 1 x 0.23 = 0.99 | 38.15 | m³ | - | - |
| 2 | Demolishing cement concrete including disposal of material within 50 metres lead as per direction of Engineer-in-charge.a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) Toilet floor at first floor :- 2 x 2.6 x 3.7 x 0.1 = 1.92 | 1.92 | m³ | - | - |
| 3 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.b) For thickness of tiles above 25 mm and up to 40 mm Floor at first floor :- 1 x 4.32 x 8.93 = 38.58 | 38.58 | m² | - | - |
| 4 | Making opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest approved dumping ground, all complete as per direction of Engineer-in-Charge.For door/ window/ clerestory window At first floor :- 1 x 2.7 x 1.8 = 4.86 | 4.86 | m² | - | - |
| 5 | Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. Mumty slab :- 1 x 9.84 x 4.9 x 0.12 = 5.79 Beam B23 :- 1 x 3.7 x 0.23 x 0.45 = 0.38 Beam B24 :- 1 x 3.7 x 0.23 x 0.45 = 0.38 Beam B25 :- 1 x 3.7 x 0.23 x 0.45 = 0.38 Beam B6&B7 :- 1 x 8.65 x 0.23 x 0.6 = 1.19 Beam B10&B11 :- 1 x 8.65 x 0.23 x 0.6 = 1.19 Column C12 :- 1 x 2.5 x 0.23 x 0.6 = 0.35 Column C8 :- 1 x 2.5 x 0.23 x 0.6 = 0.35 Column C9 :- 1 x 2.5 x 0.23 x 0.6 = 0.35 Column C10 :- 1 x 2.5 x 0.23 x 0.6 = 0.35 Column C13 :- 1 x 2.5 x 0.23 x 0.6 = 0.35 Column C14 :- 1 x 2.5 x 0.23 x 0.6 = 0.35 Expose columns :- 10 x 1 x 0.23 x 0.6 = 1.38 | 12.79 | m³ | - | - |
| 6 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead: a) Of area 3 sqm and below D1 at first floor :- = 1no, D3 at first floor :- = 2no, D1 at second floor :- = 1no, W1 at ground fllor :- = 2no, W4 at first fllor :- = 2no, W1 at first fllor :- = 1 no. | 9 | Nos | - | - |
| 6.01 | b) Of area beyond 3 sqm G2 = 1 no | 1 | No | - | - |
| 7 | Supplying, fitting and fixing in position reinforcement bars up to 1st floor level, conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required).c) Thermo-Mechanically Treated bars Columns :- From second floor level up to third floor level Column C3 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 Stirrups :- 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C6 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C15 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C4 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C5 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C7 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C11 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C8 :- 1 x 1 x 10 x 4.66 x 1.58 = 73.63 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C9 :- 1 x 1 x 10 x 4.66 x 1.58 = 73.63 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C10 :- 1 x 1 x 10 x 4.66 x 1.58 = 73.63 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C12 :- 1 x 1 x 10 x 4.66 x 1.58 = 73.63 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C13 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C14 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C16 :- 1 x 1 x 8 x 4.66 x 2.47 = 92.08 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C17 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 Column C18 :- 1 x 1 x 8 x 4.66 x 1.58 = 58.9 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 2 x 31 x 0.9 x 0.39 = 21.76 From third floor level up to Mumty slab level :- Column C12 :- 1 x 1 x 10 x 2.5 x 1.58 = 39.5 1 x 1 x 21 x 1.75 x 0.39 = 14.33 1 x 2 x 21 x 0.9 x 0.39 = 14.74 Column C8 :- 1 x 1 x 8 x 2.5 x 1.58 = 31.6 1 x 1 x 21 x 1.75 x 0.39 = 14.33 1 x 2 x 21 x 0.9 x 0.39 = 14.74 Column C9 :- 1 x 1 x 8 x 2.5 x 1.58 = 31.6 1 x 1 x 21 x 1.75 x 0.39 = 14.33 1 x 2 x 21 x 0.9 x 0.39 = 14.74 Column C10 :- 1 x 1 x 8 x 2.5 x 2.47 = 49.4 1 x 1 x 21 x 1.75 x 0.39 = 14.33 1 x 2 x 21 x 0.9 x 0.39 = 14.74 Column C13 :- 1 x 1 x 8 x 2.5 x 1.58 = 31.6 1 x 1 x 21 x 1.75 x 0.39 = 14.33 1 x 2 x 21 x 0.9 x 0.39 = 14.74 Column C14 :- 1 x 1 x 8 x 2.5 x 1.58 = 31.6 1 x 1 x 21 x 1.75 x 0.39 = 14.33 1 x 2 x 21 x 0.9 x 0.39 = 14.74 Exposed columns :- Stirups :- 1 x 1 x 9 x 1.75 x 0.39 = 6.14 1 x 2 x 9 x 0.9 x 0.39 = 6.32 Third floor beam :- 3B2, 3B3, 3B4 :- 1 x 1 x 3 x 14.5 x 0.89 = 38.72 Stirups :- 1 x 3 x 35 x 1.75 x 0.39 = 71.66 3B42 :- 1 x 1 x 2 x 4.95 x 1.58 = 15.64 1 x 1 x 4 x 4.95 x 0.89 = 17.62 Stirups :- 1 x 2 x 35 x 1.45 x 0.39 = 39.59 3B5, 3B6, 3B7; 3B8 :- 1 x 1 x 2 x 14.5 x 1.58 = 45.82 1 x 1 x 2 x 14.5 x 2.47 = 71.63 Extra :- 1 x 4 x 2 x 1.75 x 1.58 = 22.12 Stirups :- 1 x 3 x 35 x 1.75 x 0.39 = 71.66 3B9 :- 1 x 1 x 5 x 4.75 x 0.89 = 21.14 Stirups :- 1 x 2 x 36 x 1.45 x 0.39 = 40.72 3B10, 3B11, 3B12 :- 1 x 1 x 2 x 13.05 x 1.58 = 41.24 1 x 1 x 2 x 13.05 x 0.89 = 23.23 Extra :- 1 x 3 x 2 x 1.75 x 1.58 = 16.59 Stirups :- 1 x 2 x 35 x 1.75 x 0.39 = 47.78 1 x 1 x 26 x 1.75 x 0.39 = 17.75 3B39 :- 1 x 1 x 2 x 3.85 x 1.58 = 12.17 1 x 1 x 4 x 3.85 x 0.89 = 13.71 Stirups :- 1 x 2 x 27 x 1.45 x 0.39 = 30.54 3B13, 3B14 :- 1 x 1 x 2 x 10.15 x 1.58 = 32.07 1 x 1 x 2 x 10.15 x 2.47 = 50.14 Extra :- 1 x 2 x 2 x 2.25 x 1.58 = 14.22 Stirups :- 1 x 2 x 35 x 1.75 x 0.39 = 47.78 3B19 :- 1 x 1 x 5 x 4.6 x 1.58 = 36.34 Extra :- 1 x 2 x 2 x 2.05 x 1.58 = 12.96 Stirups :- 1 x 2 x 32 x 1.75 x 0.39 = 43.68 3B43 :- 1 x 1 x 5 x 2.6 x 1.58 = 20.54 Extra :- 1 x 2 x 2 x 2.05 x 1.58 = 12.96 Stirups :- 1 x 2 x 32 x 1.75 x 0.39 = 43.68 3B43 :- 1 x 1 x 2 x 2.6 x 1.58 = 8.22 1 x 1 x 3 x 2.6 x 0.89 = 6.94 Extra :- 1 x 1 x 2 x 0.5 x 1.58 = 1.58 Stirups :- 1 x 2 x 15 x 1.75 x 0.39 = 20.48 3B20 :- 1 x 1 x 5 x 4.6 x 1.58 = 36.34 Extra :- 1 x 2 x 2 x 2.05 x 1.58 = 12.96 Stirups :- 1 x 2 x 32 x 1.75 x 0.39 = 43.68 3B24 :- 2 x 1 x 5 x 4.3 x 1.58 = 67.94 Extra :- 2 x 2 x 1 x 1.5 x 1.58 = 9.48 Stirups :- 2 x 1 x 31 x 1.75 x 0.39 = 42.32 3B27 :- 1 x 1 x 4 x 5.25 x 1.58 = 33.18 Extra :- 1 x 2 x 1 x 1.5 x 1.58 = 4.74 Stirups :- 1 x 1 x 39 x 1.75 x 0.39 = 26.62 3B28 :- 1 x 1 x 4 x 5.25 x 1.58 = 33.18 Extra :- 1 x 2 x 1 x 1.5 x 1.58 = 4.74 Stirups :- 1 x 1 x 39 x 1.75 x 0.39 = 26.62 3B43 :- 1 x 1 x 2 x 2.6 x 1.58 = 8.22 1 x 1 x 3 x 2.6 x 0.89 = 6.94 Extra :- 1 x 1 x 2 x 0.5 x 1.58 = 1.58 Stirups :- 1 x 2 x 15 x 1.75 x 0.39 = 20.48 3B21,B25, B29 :- 1 x 1 x 4 x 14.2 x 1.58 = 89.74 Extra :- 1 x 1 x 2 x 1.8 x 2.47 = 8.89 1 x 1 x 2 x 2.5 x 2.47 = 12.35 1 x 1 x 2 x 1.35 x 2.47 = 6.67 Stirups :- 1 x 1 x 45 x 1.75 x 0.39 = 30.71 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 1 x 40 x 1.75 x 0.39 = 27.3 3B36 :- 2 x 1 x 5 x 4.3 x 1.58 = 67.94 Extra :- 2 x 2 x 1 x 1.5 x 1.58 = 9.48 Stirups :- 2 x 1 x 31 x 1.75 x 0.39 = 42.32 3B22,B26, B30 :- 1 x 1 x 4 x 14.2 x 1.58 = 89.74 Extra :- 1 x 1 x 2 x 1.8 x 2.47 = 8.89 1 x 1 x 2 x 2.5 x 2.47 = 12.35 1 x 1 x 2 x 1.35 x 2.47 = 6.67 Stirups :- 1 x 1 x 45 x 1.75 x 0.39 = 30.71 1 x 1 x 31 x 1.75 x 0.39 = 21.16 1 x 1 x 40 x 1.75 x 0.39 = 27.3 Landing beam :- MLB23 :- 2 x 1 x 6 x 4.3 x 2.47 = 127.45 Extra :- 2 x 2 x 3 x 1.3 x 1.58 = 24.65 Stirups :- 2 x 1 x 31 x 1.75 x 0.39 = 42.32 Mumty slab beam :- 3B24 :- 3 x 1 x 5 x 4.3 x 1.58 = 101.91 Extra :- 3 x 2 x 1 x 1.5 x 1.58 = 14.22 Stirups :- 3 x 1 x 31 x 1.75 x 0.39 = 63.47 3B10, 3B11, :- 2 x 1 x 4 x 7.85 x 1.58 = 99.22 Extra :- 2 x 1 x 2 x 1.35 x 1.58 = 8.53 2 x 1 x 2 x 2.25 x 1.58 = 14.22 2 x 1 x 2 x 1.9 x 1.58 = 12.01 Stirups :- 2 x 1 x 24 x 1.75 x 0.39 = 32.76 2 x 1 x 36 x 1.75 x 0.39 = 49.14 Staircase :- First flight Long section :- Bottom bar :- 1 x 1 x 8 x 5.9 x 0.89 = 42.01 Top bar :- 1 x 1 x 8 x 2.8 x 0.89 = 19.94 1 x 1 x 8 x 2.8 x 0.89 = 19.94 Short section :- Bottom bar :- 1 x 1 x 19 x 1.35 x 0.89 = 22.83 Top bar :- 1 x 1 x 6 x 1.35 x 0.89 = 7.21 1 x 1 x 6 x 1.35 x 0.89 = 7.21 Second flight Long section :- Bottom bar :- 1 x 1 x 8 x 4.6 x 0.89 = 32.75 Top bar :- 1 x 1 x 8 x 2.4 x 0.89 = 17.09 1 x 1 x 8 x 2.4 x 0.89 = 17.09 Short section :- Bottom bar :- 1 x 1 x 24 x 1.35 x 0.89 = 28.84 Top bar :- 1 x 1 x 10 x 1.35 x 0.89 = 12.02 1 x 1 x 10 x 1.35 x 0.89 = 12.02 Third flight Long section :- Bottom bar :- 1 x 1 x 8 x 5.6 x 0.89 = 39.87 Top bar :- 1 x 1 x 8 x 2.5 x 0.89 = 17.8 1 x 1 x 8 x 2.5 x 0.89 = 17.8 Short section :- Bottom bar :- 1 x 1 x 19 x 1.35 x 0.89 = 22.83 Top bar :- 1 x 1 x 6 x 1.35 x 0.89 = 7.21 1 x 1 x 6 x 1.35 x 0.89 = 7.21 Slab 3S3, 3S2, 3S3 :- Bottom bar :- Short section :- 1 x 1 x 87 x 5.3 x 0.62 = 285.88 Long section :- 1 x 1 x 36 x 13.2 x 0.62 = 294.62 Top bar :- Short section :- 1 x 1 x 87 x 5.3 x 0.62 = 285.88 Long section :- 1 x 1 x 36 x 13.2 x 0.62 = 294.62 Slab 3S6, 3S4, 3S5 :- Bottom bar :- Short section :- 1 x 1 x 50 x 3.7 x 0.62 = 114.7 Long section :- 1 x 1 x 26 x 7.6 x 0.62 = 122.51 Top bar :- Short section :- 1 x 1 x 50 x 3.7 x 0.62 = 114.7 Long section :- 1 x 1 x 26 x 7.6 x 0.62 = 122.51 Slab 3S2, 3S3, 3S4 :- Bottom bar :- Short section :- 1 x 1 x 59 x 4.65 x 0.62 = 170.1 Long section :- 1 x 1 x 31 x 8.9 x 0.62 = 171.06 Top bar :- Short section :- 1 x 1 x 59 x 4.65 x 0.62 = 170.1 Long section :- 1 x 1 x 31 x 8.9 x 0.62 = 171.06 Balcony slab :- Bottom bar :- Short section :- 3 x 1 x 29 x 1.85 x 0.62 = 99.79 Long section :- 3 x 1 x 11 x 4.32 x 0.62 = 88.39 Top bar :- Short section :- 3 x 1 x 29 x 1.85 x 0.62 = 99.79 Long section :- 3 x 1 x 11 x 4.32 x 0.62 = 88.39 Mumty slab :- 4S6 :- Bottom bar :- Short section :- 1 x 1 x 56 x 4.9 x 0.62 = 170.13 Long section :- 1 x 1 x 33 x 8.4 x 0.62 = 171.86 Top bar :- Short section :- 1 x 1 x 56 x 4.9 x 0.62 = 170.13 Long section :- 1 x 1 x 33 x 8.4 x 0.62 = 171.86 Sill beam :- Main bar 2 x 1 x 4 x 13.1 x 0.62 = 64.98 Stirups :- 2 x 3 x 29 x 0.75 x 0.39 = 50.9 Main bar 1 x 1 x 4 x 11.75 x 0.62 = 29.14 Stirups :- 1 x 1 x 19 x 0.75 x 0.39 = 5.56 1 x 2 x 29 x 0.75 x 0.39 = 16.97 Main bar 1 x 1 x 4 x 8.7 x 0.62 = 21.58 Stirups :- 1 x 2 x 29 x 0.75 x 0.39 = 16.97 Lintel beam :- Main bar 2 x 1 x 4 x 13.1 x 0.62 = 64.98 Stirups :- 2 x 3 x 29 x 0.75 x 0.39 = 50.9 Main bar 1 x 1 x 4 x 11.75 x 0.62 = 29.14 Stirups :- 1 x 1 x 19 x 0.75 x 0.39 = 5.56 1 x 2 x 29 x 0.75 x 0.39 = 16.97 Main bar 1 x 1 x 4 x 8.7 x 0.62 = 21.58 Stirups :- 1 x 2 x 29 x 0.75 x 0.39 = 16.97 Main bar 2 x 1 x 4 x 7.35 x 0.62 = 36.46 Stirups :- 2 x 1 x 20 x 0.75 x 0.39 = 11.7 2 x 1 x 29 x 0.75 x 0.39 = 16.97 Main bar 2 x 1 x 4 x 3.9 x 0.62 = 19.34 Stirups :- 2 x 1 x 25 x 0.75 x 0.39 = 14.63 | 88.58 | qtls | - | - |
| 8 | Extra over item 6. (a, b, c) above for each subsequent floor or part thereof above first floor level.From first floor to second floor level Quantity as item 6.11 above | 88.58 | qtls | - | - |
| 8.01 | From second floor to third floor level Quantity as item 6.11 above = 88.58 | 88.58 | qtls | - | - |
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