Tender For Construction Of Back Up Sldc At Existing Transit C At 220/132/33Kv Mawphlang Grid Sub-Station., East Khasi Hills-Meghalaya

TDR : 54591161

Tender Notice
BOQ

12 Days Left

East Khasi Hills , Meghalaya

Tender Brief : Tender For Construction Of Back Up Sldc At Existing Transit C At 220/132/33Kv Mawphlang Grid Sub-Station.

Document Fees
₹ 29500 /-

EMD
₹ 208350.0 /-

Tender Value
₹ 1.04 Crore /-

Submission Date
24-03-2026

Competition Type
Indian

Bidding Type
Works

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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
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
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
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
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
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.
7	b) Of area beyond 3 sqm G2 = 1 no
8	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
9	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
10	From second floor to third floor level Quantity as item 6.11 above = 88.58
11	Columns, Pillars, Piers, Abutments, Posts and Struts (using steel).Columns :- Second floor level :- 16 x 2 x 3.66 x 0.65 = 76.13 16 x 2 x 3.66 x 0.3 = 35.14 Mumty slab level :- 6 x 2 x 2.5 x 0.65 = 19.5 6 x 2 x 2.5 x 0.3 = 9 Parapet wall columns :- 16 x 2 x 1 x 0.65 = 20.8 16 x 2 x 1 x 0.3 = 9.6
12	Lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel).Beam :- 3B2, 3B3 ,3B4 :- 3 x 2 x 4.32 x 0.6 = 15.55 3 x 1 x 4.32 x 0.23 = 2.98 3B42 :- 1 x 2 x 4.32 x 0.45 = 3.89 1 x 1 x 4.32 x 0.23 = 0.99 3B5, 3B6 ,3B7, 3B8 :- 1 x 2 x 1.45 x 0.6 = 1.74 1 x 1 x 1.45 x 0.23 = 0.33 2 x 2 x 4.32 x 0.6 = 10.37 2 x 1 x 4.32 x 0.23 = 1.99 3B9 :- 1 x 2 x 4.32 x 0.45 = 3.89 1 x 1 x 4.32 x 0.23 = 0.99 3B10, 3B11 ,3B12 :- 1 x 2 x 2.87 x 0.6 = 3.44 1 x 1 x 2.87 x 0.23 = 0.66 2 x 2 x 4.32 x 0.6 = 10.37 2 x 1 x 4.32 x 0.23 = 1.99 3B9 :- 1 x 2 x 2.87 x 0.45 = 2.58 1 x 1 x 2.87 x 0.23 = 0.66 3B13, 3B14 :- 2 x 2 x 4.32 x 0.6 = 10.37 2 x 1 x 4.32 x 0.23 = 1.99 3B19 :- 1 x 2 x 5.23 x 0.6 = 6.28 1 x 1 x 5.23 x 0.23 = 1.2 3B43 :- 1 x 2 x 1.85 x 0.45 = 1.67 1 x 1 x 1.85 x 0.23 = 0.43 3B20 :- 1 x 2 x 5.23 x 0.6 = 6.28 1 x 1 x 5.23 x 0.23 = 1.2 3B21 :- 1 x 2 x 5.23 x 0.6 = 6.28 1 x 1 x 5.23 x 0.23 = 1.2 3B22 :- 1 x 2 x 5.23 x 0.6 = 6.28 1 x 1 x 5.23 x 0.23 = 1.2 3B25 , 3B26 :- 2 x 2 x 3.7 x 0.6 = 8.88 2 x 1 x 3.7 x 0.23 = 1.7 3B42- 2 x 2 x 3.7 x 0.45 = 6.66 2 x 1 x 3.7 x 0.23 = 1.7 3B36- 2 x 2 x 3.7 x 0.45 = 6.66 2 x 1 x 3.7 x 0.23 = 1.7 3B27 , 3B29, 3B30 :- 3 x 2 x 4.62 x 0.6 = 16.63 3 x 1 x 4.62 x 0.23 = 3.19 3B28- 2 x 2 x 3.7 x 0.45 = 6.66 2 x 1 x 3.7 x 0.23 = 1.7 Landing beam :- MLB23 2 x 2 x 3.7 x 0.65 = 9.62 2 x 1 x 3.7 x 0.23 = 1.7 Mumty slab level :- 4B6 ,4B7 :- 1 x 2 x 2.87 x 0.6 = 3.44 1 x 1 x 2.87 x 0.23 = 0.66 1 x 2 x 4.32 x 0.6 = 5.18 1 x 1 x 4.32 x 0.23 = 0.99 4B10 ,4B11 :- 1 x 2 x 2.87 x 0.6 = 3.44 1 x 1 x 2.87 x 0.23 = 0.66 1 x 2 x 4.32 x 0.6 = 5.18 1 x 1 x 4.32 x 0.23 = 0.99 4B25 3 x 2 x 3.7 x 0.65 = 14.43 3 x 1 x 3.7 x 0.23 = 2.55 Sill beam :- 5 x 2 x 4.32 x 0.15 = 6.48 2 x 2 x 4.32 x 0.15 = 2.59 1 x 2 x 2.87 x 0.15 = 0.86 1 x 2 x 2.87 x 0.15 = 0.86 2 x 2 x 4.32 x 0.15 = 2.59 2 x 2 x 4.32 x 0.15 = 2.59 4 x 2 x 5.23 x 0.15 = 6.28 1 x 2 x 1.85 x 0.15 = 0.56 4 x 2 x 3.7 x 0.15 = 4.44 4 x 2 x 4.62 x 0.15 = 5.54 Sill beam :- 5 x 3 x 4.32 x 0.15 = 9.72 2 x 3 x 4.32 x 0.15 = 3.89 1 x 3 x 2.87 x 0.15 = 1.29 1 x 3 x 2.87 x 0.15 = 1.29 2 x 3 x 4.32 x 0.15 = 3.89 2 x 3 x 4.32 x 0.15 = 3.89 4 x 3 x 5.23 x 0.15 = 9.41 1 x 3 x 1.85 x 0.15 = 0.83 4 x 3 x 3.7 x 0.15 = 6.66 4 x 3 x 4.62 x 0.15 = 8.32
13	Slabs, roofs, landings, balconies and access platform, shelves (using steel).Slab :- :- 1 x 1 x 13 x 5.3 = 68.9 1 x 1 x 3.7 x 7.44 = 27.53 1 x 1 x 4.62 x 9.12 = 42.13 1 x 1 x 13 x 0.15 = 1.95 1 x 1 x 13.55 x 0.15 = 2.03 1 x 1 x 9.12 x 0.15 = 1.37 1 x 1 x 4.65 x 0.15 = 0.7 Balcony slab :- 3 x 1 x 1.5 x 4.25 = 19.13 1 x 2 x 1.2 x 0.1 = 0.24 Mumty slab :- 1 x 1 x 8.4 x 5 = 42 1 x 2 x 8.4 x 0.12 = 2.02 1 x 2 x 5 x 0.12 = 1.2 Landing slab :- 1 x 2 x 1.55 x 1.2 = 3.72 1 x 2 x 1.55 x 0.15 = 0.47
14	Stairs/ spiral staircase, (excluding landings) (using timber)Sofit :- 1 x 1 x 2.9 x 1.2 = 3.48 Sides 2 x 1 x 2.9 x 0.35 = 2.03 Sofit :- 1 x 1 x 2.9 x 1.2 = 3.48 Sides 2 x 1 x 2.9 x 0.35 = 2.03 Sofit :- 1 x 1 x 0.75 x 1.2 = 0.9 Sides 2 x 1 x 0.75 x 0.35 = 0.53
15	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, fillets, columns, pillars, posts and struts etc. above plinth level up to first floor level, excluding cost of centering, shuttering, finishing and reinforcement:b) M20 or 1:1½:3 (1 cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) Columns :- Second floor level :- C3 1 x 3.66 x 0.5 x 0.23 = 0.42 C4 1 x 3.66 x 0.5 x 0.23 = 0.42 C5 1 x 3.66 x 0.5 x 0.23 = 0.42 C6 1 x 3.66 x 0.5 x 0.23 = 0.42 C7 1 x 3.66 x 0.5 x 0.23 = 0.42 C8 1 x 3.66 x 0.6 x 0.23 = 0.51 C9 1 x 3.66 x 0.6 x 0.23 = 0.51 C10 1 x 3.66 x 0.6 x 0.23 = 0.51 C11 1 x 3.66 x 0.5 x 0.23 = 0.42 C12 1 x 3.66 x 0.6 x 0.23 = 0.51 C13 1 x 3.66 x 0.6 x 0.23 = 0.51 C14 1 x 3.66 x 0.6 x 0.23 = 0.51 C15 1 x 3.66 x 0.5 x 0.23 = 0.42 C16 1 x 3.66 x 0.6 x 0.23 = 0.51 C17 1 x 3.66 x 0.6 x 0.23 = 0.51 C18 1 x 3.66 x 0.6 x 0.23 = 0.51 Exposed columns :- C3 1 x 1 x 0.5 x 0.23 = 0.12 C4 1 x 1 x 0.5 x 0.23 = 0.12 C5 1 x 1 x 0.5 x 0.23 = 0.12 C6 1 x 1 x 0.5 x 0.23 = 0.12 C7 1 x 1 x 0.5 x 0.23 = 0.12 C11 1 x 1 x 0.5 x 0.23 = 0.12 C15 1 x 1 x 0.5 x 0.23 = 0.12 C16 1 x 1 x 0.6 x 0.23 = 0.14 C17 1 x 1 x 0.6 x 0.23 = 0.14 C18 1 x 1 x 0.6 x 0.23 = 0.14 Mumty slab level :- C8 1 x 2.5 x 0.6 x 0.23 = 0.35 C9 1 x 2.5 x 0.6 x 0.23 = 0.35 C10 1 x 2.5 x 0.6 x 0.23 = 0.35 C12 1 x 2.5 x 0.6 x 0.23 = 0.35 C13 1 x 2.5 x 0.6 x 0.23 = 0.35 C14 1 x 2.5 x 0.6 x 0.23 = 0.35 Exposed columns :- C8 1 x 1 x 0.6 x 0.23 = 0.14 C9 1 x 1 x 0.6 x 0.23 = 0.14 C10 1 x 1 x 0.6 x 0.23 = 0.14 C12 1 x 1 x 0.6 x 0.23 = 0.14 C13 1 x 1 x 0.6 x 0.23 = 0.14 C14 1 x 1 x 0.6 x 0.23 = 0.14 Beams :- 3B2, 3B3 ,3B4 :- 3 x 4.32 x 0.23 x 0.6 = 1.79 3B42 :- 1 x 4.32 x 0.23 x 0.45 = 0.45 3B5, 3B6 ,3B7, 3B8 :- 1 x 1.45 x 0.23 x 0.6 = 0.2 2 x 4.32 x 0.23 x 0.6 = 1.19 3B9 :- 1 x 4.32 x 0.23 x 0.45 = 0.45 3B10, 3B11 ,3B12 :- 1 x 2.87 x 0.23 x 0.6 = 0.4 2 x 4.32 x 0.23 x 0.6 = 1.19 3B9 :- 1 x 2.87 x 0.23 x 0.45 = 0.3 3B13, 3B14 :- 2 x 4.32 x 0.23 x 0.6 = 1.19 3B19 :- 1 x 5.23 x 0.23 x 0.6 = 0.72 3B43 :- 1 x 1.85 x 0.23 x 0.45 = 0.19 3B20 :- 1 x 5.23 x 0.23 x 0.6 = 0.72 3B21 :- 1 x 5.23 x 0.23 x 0.6 = 0.72 3B22 :- 1 x 5.23 x 0.23 x 0.6 = 0.72 3B25 , 3B26 :- 2 x 3.7 x 0.23 x 0.6 = 1.02 3B42- 2 x 3.7 x 0.23 x 0.45 = 0.77 3B36- 2 x 3.7 x 0.23 x 0.45 = 0.77 3B27 , 3B29, 3B30 :- 3 x 4.62 x 0.23 x 0.6 = 1.91 3B28- 2 x 3.7 x 0.23 x 0.45 = 0.77 Landing beam :- MLB23 2 x 3.7 x 0.23 x 0.65 = 1.11 Mumty slab level :- 4B6 ,4B7 :- 1 x 2.87 x 0.23 x 0.6 = 0.4 1 x 4.32 x 0.23 x 0.6 = 0.6 4B10 ,4B11 :- 1 x 2.87 x 0.23 x 0.6 = 0.4 1 x 4.32 x 0.23 x 0.6 = 0.6 4B25 3 x 3.7 x 0.23 x 0.65 = 1.66 Sill beam :- 5 x 4.32 x 0.15 x 0.15 = 0.49 2 x 4.32 x 0.15 x 0.15 = 0.19 1 x 2.87 x 0.15 x 0.15 = 0.06 1 x 2.87 x 0.15 x 0.15 = 0.06 2 x 4.32 x 0.15 x 0.15 = 0.19 2 x 4.32 x 0.15 x 0.15 = 0.19 4 x 5.23 x 0.15 x 0.15 = 0.47 1 x 1.85 x 0.15 x 0.15 = 0.04 4 x 3.7 x 0.15 x 0.15 = 0.33 4 x 4.62 x 0.15 x 0.15 = 0.42 Sill beam :- 5 x 4.32 x 0.15 x 0.15 = 0.49 2 x 4.32 x 0.15 x 0.15 = 0.19 1 x 2.87 x 0.15 x 0.15 = 0.06 1 x 2.87 x 0.15 x 0.15 = 0.06 2 x 4.32 x 0.15 x 0.15 = 0.19 2 x 4.32 x 0.15 x 0.15 = 0.19 4 x 5.23 x 0.15 x 0.15 = 0.47 1 x 1.85 x 0.15 x 0.15 = 0.04 4 x 3.7 x 0.15 x 0.15 = 0.33 4 x 4.62 x 0.15 x 0.15 = 0.42 Slab :- 1 x 13.2 x 5.46 x 0.12 = 8.65 1 x 7.67 x 3.7 x 0.12 = 3.41 1 x 4.85 x 9.35 x 0.12 = 5.44 Balcony slab :- 3 x 1.5 x 4.25 x 0.12 = 2.3 Mumty slab :- 1 x 8.4 x 5 x 0.12 = 5.04 Landing slab :- 2 x 1.55 x 1.2 x 0.12 = 0.45 Sofit :- 1 x 2.9 x 1.2 x 0.12 = 0.42 Steps :- 10 x 1.2 x 0.3 x 0.08 = 0.29 Sofit :- 1 x 2.9 x 1.2 x 0.12 = 0.42 Steps :- 2 x 1.2 x 0.3 x 0.08 = 0.06 Sofit :- 1 x 0.75 x 0.75 x 1.2 = 0.68 Steps :- 8 x 1.2 x 0.3 x 0.08 = 0.23
16	Extra over item No .13 above for each subsequent floor or part thereof above the first floor level.At second floor level = 64.24 Mumty slab level :- C8 1 x 2.5 x 0.6 x 0.23 = 0.35 C9 1 x 2.5 x 0.6 x 0.23 = 0.35 C10 1 x 2.5 x 0.6 x 0.23 = 0.35 C12 1 x 2.5 x 0.6 x 0.23 = 0.35 C13 1 x 2.5 x 0.6 x 0.23 = 0.35 C14 1 x 2.5 x 0.6 x 0.23 = 0.35 Beams Mumty slab level :- 4B6 ,4B7 :- 1 x 2.87 x 0.23 x 0.6 = 0.4 1 x 4.32 x 0.23 x 0.6 = 0.6 4B10 ,4B11 :- 1 x 2.87 x 0.23 x 0.6 = 0.4 1 x 4.32 x 0.23 x 0.6 = 0.6 4B25 3 x 3.7 x 0.23 x 0.65 = 1.66 Mumty slab :- 1 x 8.4 x 5 x 0.12 = 5.04
17	Half brick masonry with common burnt clay (non modular) 1st class bricks in superstructure above plinth level up to first floor level.a) Cement mortar 1:3 (1 cement: 3 coarse sand) Toilet walls :- 1 x 1 x 2.11 x 3.06 = 6.46 1 x 1 x 3.11 x 3.06 = 9.52 1 x 1 x 3.44 x 3.06 = 10.53 2 x 1 x 3.91 x 3.06 = 23.93 1 x 1 x 3.89 x 3.06 = 11.9 1 x 1 x 1.44 x 3.06 = 4.41 Deduct doors :- -4 x 1 x 1 x 2.1 = -8.4 -2 x 1 x 1.2 x 2.1 = -5.04
18	Extra over item No 15 above for each subsequent floor or part thereof above the first floor level. At the second floor
19	Brick work in cement mortar with first class brick in superstructure above plinth level up to first floor level in all shapes and sizes:a) Cement mortar 1:4 (1 cement: 4 coarse sand) Outside wall :- 1 x 4.25 x 3.12 x 0.23 = 3.05 1 x 4.04 x 3.12 x 0.23 = 2.9 1 x 4.09 x 3.12 x 0.23 = 2.93 1 x 4.09 x 3.12 x 0.23 = 2.93 1 x 4.48 x 3.12 x 0.23 = 3.21 1 x 3.07 x 3.12 x 0.23 = 2.2 1 x 4.16 x 3.12 x 0.23 = 2.99 1 x 3.56 x 3.12 x 0.23 = 2.55 1 x 4.3 x 3.12 x 0.23 = 3.09 1 x 3.65 x 3.12 x 0.23 = 2.62 1 x 1.98 x 3.12 x 0.23 = 1.42 1 x 2.7 x 3.12 x 0.23 = 1.94 1 x 1.3 x 3.12 x 0.23 = 0.93 1 x 2.33 x 3.12 x 0.23 = 1.67 1 x 3.72 x 3.12 x 0.23 = 2.67 1 x 4.8 x 3.12 x 0.23 = 3.44 Deduct windows :- -7 x 2.7 x 1.8 x 0.23 = -7.82 -1 x 2.7 x 2.45 x 0.23 = -1.52 Deduct ventilations :- -2 x 0.75 x 0.6 x 0.23 = -0.21 Parapet wall :- 1 x 4.25 x 1 x 0.23 = 0.98 1 x 4.04 x 1 x 0.23 = 0.93 1 x 4.09 x 1 x 0.23 = 0.94 1 x 4.09 x 1 x 0.23 = 0.94 1 x 4.48 x 1 x 0.23 = 1.03 1 x 3.07 x 1 x 0.23 = 0.71 1 x 4.16 x 1 x 0.23 = 0.96 1 x 3.56 x 1 x 0.23 = 0.82 1 x 4.3 x 1 x 0.23 = 0.99 1 x 3.65 x 1 x 0.23 = 0.84 1 x 1.98 x 1 x 0.23 = 0.46 1 x 2.7 x 1 x 0.23 = 0.62 1 x 1.3 x 1 x 0.23 = 0.3 Mumty slab wall :- 1 x 2.7 x 2.6 x 0.23 = 1.61 1 x 2.33 x 2.6 x 0.23 = 1.39 1 x 3.72 x 2.6 x 0.23 = 2.22 1 x 3.44 x 2.6 x 0.23 = 2.06 1 x 4.8 x 2.6 x 0.23 = 2.87 1 x 1.99 x 2.6 x 0.23 = 1.19 Deduct door :- -1 x 1 x 2.1 x 0.23 = -0.48 Parapet wall :- 1 x 2.7 x 1 x 0.23 = 0.62 1 x 2.33 x 1 x 0.23 = 0.54 1 x 3.72 x 1 x 0.23 = 0.86 1 x 3.44 x 1 x 0.23 = 0.79 1 x 4.8 x 1 x 0.23 = 1.1 1 x 1.99 x 1 x 0.23 = 0.46
20	Extra over item No 17 above for each subsequent floor or part thereof above the first floor level At second floor level = 56.74 At third floor level Mumty slab wall :- 1 x 2.7 x 2.6 x 0.23 = 1.61 1 x 2.33 x 2.6 x 0.23 = 1.39 1 x 3.72 x 2.6 x 0.23 = 2.22 1 x 3.44 x 2.6 x 0.23 = 2.06 1 x 4.8 x 2.6 x 0.23 = 2.87 1 x 1.99 x 2.6 x 0.23 = 1.19 Deduct door :- -1 x 1 x 2.1 x 0.23 = -0.48 Parapet wall :- 1 x 2.7 x 1 x 0.23 = 0.62 1 x 2.33 x 1 x 0.23 = 0.54 1 x 3.72 x 1 x 0.23 = 0.86 1 x 3.44 x 1 x 0.23 = 0.79 1 x 4.8 x 1 x 0.23 = 1.1 1 x 1.99 x 1 x 0.23 = 0.46
21	Repair to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self-curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge.At ground floor Windows opening :- 2 x 2 x 2.7 x 0.23 = 2.48 2 x 2 x 2.7 x 0.45 = 4.86 2 x 2 x 1.8 x 0.23 = 1.66 2 x 2 x 1.8 x 0.45 = 3.24 At first floor Repair to walls :- 1 x 1 x 1.5 x 1.65 = 2.48 1 x 1 x 1.35 x 1.55 = 2.09 1 x 1 x 1.75 x 1.35 = 2.36 1 x 1 x 1.65 x 1.4 = 2.31 1 x 1 x 1.9 x 1.2 = 2.28 1 x 1 x 2.1 x 1.1 = 2.31
22	15 mm cement plaster on the rough side of single or half brick wall of mix: a) 1:4 (1 cement: 4 fine sand) Exterior At second floor level Wall :- 1 x 1 x 13.3 x 3.66 = 48.68 2 x 1 x 0.37 x 3.66 = 2.71 1 x 1 x 13.74 x 3.66 = 50.29 1 x 1 x 9.4 x 3.66 = 34.4 1 x 1 x 4.62 x 3.66 = 16.91 1 x 1 x 2.22 x 3.66 = 8.13 1 x 1 x 3.67 x 3.66 = 13.43 1 x 1 x 1.53 x 3.66 = 5.6 1 x 1 x 5.45 x 3.66 = 19.95 Deduct ventilation :- -2 x 1 x 0.75 x 0.6 = -0.9 Deduct windows :- -7 x 1 x 2.7 x 1.8 = -34.02 Parapet walls :- 1 x 2 x 2.7 x 1 = 5.4 1 x 2 x 2.33 x 1 = 4.66 1 x 2 x 3.72 x 1 = 7.44 1 x 2 x 3.44 x 1 = 6.88 1 x 2 x 4.8 x 1 = 9.6 1 x 2 x 1.99 x 1 = 3.98 At third floor level Mumty slab wall :- 2 x 1 x 7.48 x 2.5 = 37.4 2 x 1 x 3.92 x 2.5 = 19.6 Deduct doors :- -1 x 1 x 1 x 2.1 = -2.1 Parapet wall :- 2 x 2 x 8.68 x 1 = 34.72 2 x 2 x 5.12 x 1 = 20.48 Cantilever slab :- 2 x 2 x 8.68 x 0.6 = 20.83 2 x 2 x 5.12 x 0.6 = 12.29 Interior walls :- At second floor :- 1 x 1 x 12.63 x 3.54 = 44.71 2 x 1 x 0.37 x 3.54 = 2.62 2 x 1 x 4.99 x 3.54 = 35.33 4 x 1 x 1.44 x 3.54 = 20.39 2 x 1 x 3.91 x 3.54 = 27.68 1 x 1 x 4.16 x 3.54 = 14.73 1 x 1 x 8.94 x 3.54 = 31.65 1 x 1 x 4.39 x 3.54 = 15.54 1 x 1 x 4.8 x 3.54 = 16.99 1 x 1 x 0.37 x 3.54 = 1.31 1 x 1 x 0.23 x 3.54 = 0.81 1 x 1 x 0.15 x 3.54 = 0.53 1 x 1 x 3.88 x 3.54 = 13.74 1 x 1 x 4.98 x 3.54 = 17.63 1 x 1 x 9.35 x 3.54 = 33.1 1 x 2 x 3.11 x 3.54 = 22.02 1 x 2 x 2.12 x 3.54 = 15.01 1 x 1 x 2.98 x 3.54 = 10.55 1 x 1 x 4.01 x 3.54 = 14.2 1 x 1 x 3.44 x 3.54 = 12.18 1 x 1 x 7.12 x 3.54 = 25.2 Deduct doors :- -6 x 2 x 1 x 2.1 = -25.2 Deduct ventilation :- -2 x 1 x 1 x 0.5 = -1 Deduct windows :- -7 x 1 x 2.7 x 1.8 = -34.02 Ceiling :- 1 x 1 x 5.2 x 12.63 = 65.68 1 x 1 x 3.87 x 3.92 = 15.17 1 x 1 x 4.39 x 8.94 = 39.25 Sofit :- 1 x 1 x 2.9 x 1.2 = 3.48 Sides 2 x 1 x 2.9 x 0.35 = 2.03 Sofit :- 1 x 1 x 2.9 x 1.2 = 3.48 Sides 2 x 1 x 2.9 x 0.35 = 2.03 Sofit :- 1 x 1 x 0.75 x 1.2 = 0.9 Sides 2 x 1 x 0.75 x 0.35 = 0.53 Ceiling :- At third floor level 1 x 1 x 7.12 x 3.44 = 24.49
23	Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.a) M.S. tube Assuming grills weughing 15.00 kg/m² Staircase railing :- 1 x 2.9 x 1 x 15 = 43.5 1 x 3.6 x 1 x 15 = 54 1 x 0.9 x 1 x 15 = 13.5
24	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to IS:15622, of approved make, in all colours and shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joint with white cement & matching pigments etc. complete.b) Size of Tile 600x600 mm Floor at second floor level :- Floor :- 1 x 1 x 5.2 x 12.63 = 65.68 1 x 1 x 3.87 x 3.92 = 15.17 1 x 1 x 4.39 x 8.94 = 39.25 Skirting :- 1 x 1 x 13.3 x 0.15 = 2 2 x 1 x 0.37 x 0.15 = 0.11 1 x 1 x 13.74 x 0.15 = 2.06 1 x 1 x 9.4 x 0.15 = 1.41 1 x 1 x 4.62 x 0.15 = 0.69 1 x 1 x 2.22 x 0.15 = 0.33 1 x 1 x 3.67 x 0.15 = 0.55 1 x 1 x 1.53 x 0.15 = 0.23 1 x 1 x 5.45 x 0.15 = 0.82 At first floor :- 1 x 1 x 13.54 x 4.32 = 58.49 Skirting :- 2 x 1 x 13.54 x 0.15 = 4.06 2 x 1 x 4.32 x 0.15 = 1.30
25	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing, etc. all complete as specified and as directed by the Engineer-in-Charge.Windows opening :- At GF :- 2 x 2 x 2.7 x 0.23 = 2.48 2 x 2 x 1.8 x 0.23 = 1.66 At FF :- 3 x 2 x 2.7 x 0.23 = 3.73 3 x 2 x 1.8 x 0.23 = 2.48 At Second F :- 5 x 2 x 2.7 x 0.23 = 6.21 5 x 2 x 1.8 x 0.23 = 4.14 Ventilation :- 2 x 2 x 0.75 x 0.23 = 0.69 2 x 2 x 0.9 x 0.23 = 0.83 Staircase :- Tread :- 1 x 10 x 1.25 x 0.3 = 3.75 Riser :- 1 x 10 x 1.25 x 0.15 = 1.88 Landing :- 1 x 1 x 1.55 x 1.25 = 1.94 Tread :- 1 x 2 x 1.25 x 0.3 = 0.75 Riser :- 1 x 2 x 1.25 x 0.15 = 0.38 Landing :- 1 x 1 x 1.55 x 1.25 = 1.94 Tread :- 1 x 7 x 1.25 x 0.3 = 2.63 Riser :- 1 x 7 x 1.25 x 0.15 = 1.31 Lead :- 1 x 1 x 1.2 x 1.25 = 1.5 Loby :- 1 x 1 x 3.7 x 2.92 = 10.8 Skirting :- 1 x 10 x 0.3 x 0.15 = 0.45 1 x 1 x 1.25 x 0.15 = 0.19 1 x 1 x 1.55 x 0.15 = 0.23 1 x 2 x 0.3 x 0.15 = 0.09 1 x 1 x 1.55 x 0.15 = 0.23 1 x 7 x 0.3 x 0.15 = 0.32 1 x 1 x 1.2 x 0.15 = 0.18
26	Providing Vitrified Antiskid Tiles of approved quality size, shape not less than 8 mm on floor, skirting over a cement mortar bed 15 mm thick of 1:3 (1 cement: 3 coarse sand) complete at all level as specified and directed.b) Premium range Toilet :- 1 x 1 x 1.44 x 1.93
27	Providing polished VITRIFIED wall tiles of approved quality, size, shape and thickness not less than 8 mm on walls and skirting over cement mortar bed 10 mm thick in prop. 1:3 (1 cement: 3 coarse sand) including cutting where necessary finished with flush pointing with adhesive or white cement slurry mixed with approved pigment to match shade of tiles complete at all levels as specified and directed. b) Premium range Toilet wall :- 1 x 2 x 1.44 x 3.54 = 10.2 1 x 2 x 1.93 x 3.54 = 13.66 Deduct door :- -1 x 2 x 0.9 x 2 = -3.6 Deduct ventilation :- -1 x 1 x 0.75 x 0.6 = -0.45
28	Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required diameter & length.(i) Pooma/ Hollock/ Gamari/ and the like Chowkhat :- 4 x 2 x 2.1 x 0.1 x 0.12 = 0.2 2 x 1 x 1 x 0.1 x 0.12 = 0.02 2 x 1 x 0.9 x 0.1 x 0.12 = 0.02
29	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.At ground floor 2 x 1 x 5.11 x 3.2 = 32.7 2 x 1 x 5.82 x 3.2 = 37.25 Deduct door :- -1 x 1 x 1.2 x 2.1 = -2.52 Deduct windows :- -2 x 1 x 2.7 x 1.8 = -9.72 At first floor 2 x 1 x 8.93 x 3.2 = 57.15 2 x 1 x 4.32 x 3.2 = 27.65 Deduct door :- -1 x 1 x 1.2 x 2.1 = -2.52 Deduct windows :- -3 x 1 x 2.7 x 1.8 = -14.58 Quantity as item 20 above on the extension 819.1
30	Applying one coat of water thinnable cement primer of approved brand and manufacture on surfaces:Water thinnable cement primer Quantity as item 28/16.3 above 944.51
31	Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications, including scaffolding:a) Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm Quantity as item 28 above
32	Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement: 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge:Terrace third floor :- :- 1 x 1 x 5.2 x 12.63 = 65.68 1 x 1 x 3.87 x 3.92 = 15.17 1 x 1 x 4.39 x 8.94 = 39.25 Terrace fourth floor :- :- 1 x 1 x 5.13 x 8.65 = 44.37 Parapet walls :- At second floor :- 1 x 1 x 13.3 x 1.23 = 16.36 2 x 1 x 0.37 x 1.23 = 0.91 1 x 1 x 13.74 x 1.23 = 16.9 1 x 1 x 9.4 x 1.23 = 11.56 1 x 1 x 4.62 x 1.23 = 5.68 1 x 1 x 2.22 x 1.23 = 2.73 1 x 1 x 3.67 x 1.23 = 4.51 1 x 1 x 1.53 x 1.23 = 1.88 1 x 1 x 5.45 x 1.23 = 6.7 At third floor :- 2 x 2 x 8.68 x 1.23 = 42.71 2 x 2 x 5.12 x 1.23 = 25.19
33	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)c) With 1st Class Local wood I) Pooma/ Hollock/ Gamari/ and the like (i) 35 mm thick shutters Doors :- 2 x 1 x 0.9 x 2 = 3.6 2 x 1 x 0.8 x 2 = 3.2
34	Providing and fixing at all height false ceiling of 4 mm thick phenol bonded Bamboo Mat board (595x595 mm) conforming to IS:13958-1994 including providing and fixing of frame work made of GI angle 25x25x0.4 mm thick all around suitably fixed to wall with the help of dash fastener and hanger frame (600x600 c/c) made GI slotted Tee having powder coating on bottom side (30x25x0.3 mm thick for main member & 25x25x0.3 mm for cross member) connected to ceiling with 2.64 mm GI wire and anchor fastener at every junction and also including cost of making openings for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed all complete as per direction of Engineer-in-charge.Ceiling :- At GF :- 1 x 1 x 5.11 x 5.82 = 29.74 At FF :- 1 x 1 x 8.93 x 4.32 = 38.58 At Second F :- 1 x 1 x 4.99 x 12.63 = 63.02 1 x 1 x 0.37 x 4.32 = 1.6 1 x 1 x 2.34 x 3.88 = 9.08 1 x 1 x 4.39 x 8.93 = 39.2
35	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.Water tanks :- 1 x 1000 = 1000
36	Providing and fixing soil, waste and vent pipes:a) 100 mm diameter (i) Sand cast iron S&S pipe as per IS:1729 Soil pipe :- 2 x 3.5 = 7 2 x 4.2 = 8.4 2 x 0.9 = 1.8 2 x 0.65 = 1.3 Rain water pipe :- 4 x 13.6 = 54.4 4 x 0.9 = 3.6
37	b) 75 mm diameter: (i) Sand cast iron S&S pipe as per IS:1729 Waste pipe :- 2 x 3.5 = 7 2 x 4.2 = 8.4 2 x 0.9 = 1.8 2 x 0.65 = 1.3
38	Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement: 2 fine sand) in S.C.I./ C.I. Pipes:a) 75 mm dia. Pipe = 4
39	Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/ cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc.:For 100 mm dia. Pipe and for 75mm dia. Pipe = 4
40	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete with sand cast iron S&S as per IS:1729:a) 100 mm dia
41	for 75mm dia
42	Providing and fixing plain bend of required degree with sand cast iron S&S as per IS:1729: for 100 mm dia
43	for 75mm dia
44	Providing and fixing heel rest sanitary bend with sand cast iron S&S as per IS:1729/ IS:3989: for 100 mm dia
45	for 75mm dia
46	Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete with sand cast iron S&S as per IS:1729/ IS:3989:a) 100x100x100x100 mm
47	b) 75x75x75x75 mm
48	Providing and fixing double equal plain junction of required degree with sand cast iron S&S as per IS:1729/ IS:3989:a) 100x100x100x100 mm = 4
49	b) 75x75x75x75 mm
50	Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete with sand cast iron S&S as per IS:1729/ IS:3989:a) 100x100x100x100 mm
51	b) 75x75x75x75 mm
52	Providing and fixing single equal plain junction of required degree with sand cast iron S&S as per IS:1729/ IS:3989:
53	b) 75x75x75x75 mm
54	Providing and fixing double unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete with sand cast iron S&S as per IS:1729/ IS:3989:100x100x75x75 mm
55	Providing and fixing double unequal plain junction of required degree with sand cast iron S&S as per IS:1729/ IS:3989:-100x100x75x75 mm
56	Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete with sand cast iron S&S as per IS:1729/ IS:3989:100x100x75x75 mm
57	Providing and fixing single unequal plain junction of required degree with sand cast iron S&S as per IS:1729/ IS:3989:100x100x75x75 mm
58	Providing and fixing double equal plain invert branch of required degree with sand cast iron S&S as per IS:1729/ IS:3989:a) 100x100x100x100 mm
59	b) 75x75x75x75 mm
60	Providing and fixing single equal plain invert branch of required degree with sand cast iron S&S as per IS:1729/ IS:3989:a) 100x100x100x100 mm
61	b) 75x75x75x75 mm
62	Providing and fixing double unequal invert branch of required degree with sand cast iron S&S as per IS:1729/ IS:3989::100x100x75x75 mm
63	Providing and fixing single unequal plain invert branch of required degree with sand cast iron S&S as per IS:1729::100x100x75x75 mm
64	Providing and fixing sand cast iron S&S offsets as per IS:1729:a) 76 mm offsets (i) With 75 mm dia. Pipe
65	(ii) With 100 mm dia. Pipe
66	Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete with sand cast iron S&S as per IS:1729:(i) 100mm
67	(ii) 75mm
68	Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:a) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Toilet :- 2 x 1
69	Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all inC.P. brass) with waste fitting as per IS:2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required:a) Single half stall urinal with 5 litre P.V.C. automatic flushing cistern Toilet :- 2 x 1
70	Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete.a) 10 litre capacity - White Toilet :- 2 x 1
71	Providing and fixing wash basin with C.I. brackets, 15 mm dia. CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer Toilet :- 2 x 1
72	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 (i) 15 mm nominal outer diameter Pipes Water pipe :- Toilet :- 2 x 2.3 = 4.6 2 x 4.5 = 9 2 x 1.6 = 3.2 2 x 0.9 = 1.8 2 x 2.15 = 4.3 2 x 0.55 = 1.1 2 x 0.75 = 1.5 2 x 0.9 = 1.8
73	(iv) 32 mm nominal outer diameter Pipes Water pipe :- 2 x 12.2 = 24.4 2 x 6.8 = 13.6 2 x 1.5 = 3 2 x 0.9 = 1.8
74	Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing:d) Rectangular shape 1500x450 mm Toilet :- 2 x 1
75	Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms:Toilet 2X1
76	Providing and fixing toilet paper holder:C.P. brass Toilet :- 2 x 1 = 2
77	Providing and fixing trap of self-cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors with sand cast iron S&S as per IS:3989:Toilet :- 2 x 1 = 2
78	Providing and fixing PTMT Bottle Trap for Wash basin and sink.Toilet :- 2 x 1 = 2
79	Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.:Toilet :- 2 x 1 = 2
80	Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour:450mm,Toilet :- 2 x 1 = 2
81	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gmsa) 15 mm nominal bore Toilet :- 2 x 1 = 2
82	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.a) 15 mm nominal bore Toilet :- 2 x 1 = 2
83	Earthwork in excavation by manual means up to a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification of soils.a) All kinds of soil (ordinary soil/ hard soil/ dense soil) Plinth wall base :- 2 x 5.5 x 0.3 x 0.3 = 0.99 2 x 2.45 x 0.3 x 0.3 = 0.44
84	Providing soling with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.b) Stone soling (i) 100 mm Plinth wall base :- 2 x 5.5 x 0.3 = 3.3 2 x 2.45 x 0.3 = 1.47 Floor :- 1 x 5.2 x 2.15 = 11.18
85	Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).b) 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Plinth wall :- 2 x 5.5 x 0.3 x 0.65 = 2.15 2 x 2.45 x 0.3 x 0.65 = 0.96
86	Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20 cm thick including breaking of clods, consolidating each layer by ramming and watering, lead up to 50 m and lift up to 1.5 m Plinth :- 1 x 5.2 x 2.45 x 0.25 = 3.19 a) With available excavated earth = 1.43 b) With borrowed earth/stone dust carriage up to 5 Km = 1.76
87	Shutering lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel).Plint wall :- 1 x 5.5 x 0.45 = 2.48 1 x 5.2 x 0.45 = 2.34 1 x 2.75 x 0.45 = 1.24 1 x 2.45 x 0.45 = 1.1
88	Plain cement concrete floor base in prop 1:3:6 laid in alternate bays as specified with coarse aggregate of size 13 mm to 32 mm including dewatering if necessary, and curing etc. complete. c) 100 mm thick in prop 1:3:6 Floor :- 1 x 5.2 x 2.45 = 12.74
89	Cement concrete floor topping 1:1:2 (1 cement: 1 coarse sand: 2 stone aggregate) finished with a floating coat of neat cement, including cement slurry, complete.b) 20 mm thick Floor :- 1 x 5.5 x 2.75 = 15.13
90	15 mm cement plaster on the rough side of single or half brick wall of mix: a) 1:4 (1 cement: 4 fine sand) Plinth wall :- 2 x 5.5 x 0.45 = 4.95 2 x 2.75 x 0.45 = 2.48 7.4
91	Providing and fixing matel structured grid for raised floor using 20mm cement board as flooring and keeping 200mm gap between the floor tiles and cement board for ground Floor
92	Providing and fixing matel structured grid for raised floor using 20mm cement board as flooring and keeping 200mm gap between the floor tiles and cement board for first Floor
93	Providing and fixing matel structured grid for raised floor using 20mm cement board as flooring and keeping 200mm gap between the floor tiles and cement board for second Floor Please Enable Macros to View BoQ information
94	Luxury Casement Window (uPVC), Fix./Cmnt L[Fix].Fix/Cmnt R, Colour - Pristine White,Glazing SG TGH 6MM, Size (m) 2.700w x 1.900h ;Area 5.130 Sqm; W1 - 1st Floor
95	Luxury Casement Door (uPVC) Rdin, Colour -Pristine White, Glazing SG TGH 6MM, Size (m) 1.100w x 2.100h ;Area 2.310 Sqm; W2 - TOP FLOOR
96	Luxury Casement Door (uPVC) LDin.RDiSlv, Colour -Pristine White, Glazing SG TGH 6MM , Size (m) 1.500w x 2.100h; Area 3.150 Sqm ; W3- TOP FLOOR
97	Luxury Casement Window (uPVC), Fix./Cmnt L[Fix].Fix/Cmnt R, Colour - Pristine White,Glazing SG TGH 6MM ; Size (m) 2.100w x 1.700h; Area 3.570 Sqm; W4 -1st Floor
98	Luxury Casement Door (uPVC) Rdin, Colour - Pristine White,Glazing SG TGH 6MM, Size (m) 1.100w x 2.100h;Area 2.310 Sqm; W5- 1st Floor
99	Luxury Casement Door (uPVC) LDin.RDiSlv, Colour -Pristine White, Glazing SG TGH 6MM , Size (m) 1.500w x 2.100h;Area 3.150 Sqm; W6 - 1st Floor
100	Luxury Casement Window (uPVC), Fix./Cmnt L[Fix].Fix/Cmnt R, Colour - Pristine White,Glazing SG TGH 6MM ; Size (m) 2.100w x 1.700h; Area 3.570 Sqm; W7 - Ground Floor
101	Luxury Casement Door (uPVC) Rdin, Colour - Pristine White,Glazing SG TGH 6MM, Size (m) 1.100w x 2.100h;Area 2.310 Sqm; W8 - Ground Floor
102	Internal electrification for Non Residential Building/Ground Floor
103	Internal electrification for Non Residential Building/First Floor
104	Internal electrification for Non Residential Building/Second Floor
105	Supplying and installing following size of perforated pre painted M.S Cable trays with perforation not more than 17.5%,in convenient sections,joined with connectors,suspended from the ceiling with M.S .Suspenders including bolts and nuts,etc as required
106	300mmX50mmX1.6mm
107	375mmX50mmX2.0mm
108	600mmX75mmX2.0mm
109	Supplying and installing following size of perforated pre painted M.S Cable trays bend with perforation not more than 17.5%,in convenient sections,joined with connectors,suspended from the ceiling with M.S .Suspenders including bolts and nuts,etc as required
110	300mmX50mmX1.6mm
111	375mmX50mmX2.0mm
112	600mmX75mmX2.0mm
113	Annexure 1: Vertical Extension of Building along with other related civil works
114	Annexure 2: Construction of Plinth structure for generator platform
115	Annexure 3: Fabrication and Raised Flooring work
116	Annexure 4: Specialized Windows and Doors (Fenesta Make)
117	Annexure 5: Estimate for Internal Electrification
118	Annexure 6: Cable Trays (LAN cable,Power cable & Optical patch Chord)

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Tender For Construction Of Back Up Sldc At Existing Transit C At 220/132/33Kv Mawphlang Grid Sub-Station., East Khasi Hills-Meghalaya

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Tender For Construction Of Back Up Sldc At Existing Transit C At 220/132/33Kv Mawphlang Grid Sub-Station., East Khasi Hills-Meghalaya

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