Tender For Development Of Nipaniya Muktidham In Ward No. 36 Under Zone No. 22 Third Call, indore-Madhya Pradesh

Development Of Nipaniya Muktidham In Ward No. 36 Under Zone No. 22 Third Call; 1 2.6 Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. 2.6.1 All kinds of soil for col. Footing pitsF-1 ( 26x2400x2400x500) 26 2.90 2.90 3.00 655.98 655.98 Cum 151.00 99053 2 2.17 Extra for every additional lift for 1.5m or part thereof-- 2.17.1 In all kinds of soilfor col. Footing pitsF-1 ( 26x2400x2400x500) 26 2.90 2.90 1.50 327.99 327.99 Cum 37.00 12136 3 19.1 Centering and shutteringi ncluding strutting,propping stretching etc. complete for and removal of formwork by sheet plate or plywood shuttering for : a 19.1.1 Foundations, footings, bases of columns, etc. For mass concrete. for foundation footing F-1 ( 26x2400x2400x500) 4 sides 104 2.40 0.500 124.80 total qty for footing- 124.80 Sqm for cols up to ground levelC1-(26 x 300 x 400) above F1- 26 nos. 26 1.20 2.40 74.88 total qty of col 74.88 Sqm total qty of form work for foundation-(footing & col) 199.68 Sqm 160.00 31949 b 19.1.6 FOR COLS. Above ground level upto plinth level 19.1.6 Columns, Pillars, Piers, Abutments, Posts and Struts. i for cols above G.L. up to plinth levelC1-(26 x 300 x 400) above F1- 26 nos. 26 1.40 0.60 21.84 total qty of col 21.84 Sqm ii cols in super structure for ground floor- 3.20m ht. above P.L. C1-(26 x 300 x 400) above F1- 26 nos. 26 1.40 3.50 127.4 total qty of col above P.L. for ground floor 127.40 Sqm iii parapet cols C1-(26 x 300 x 400) above F1- 26 nos. 26 1.40 0.60 21.84 total qty of parapet col 21.84 total qty of col form work above Ground level (i+ii+iii) 171.08 Sqm 362.00 61931 c 19.1.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 1 2 3 4 5 6 7 8 9 10 11 i for plinth beams- PB1 (300x400) horizontal beams For hall 8x2 sides(300x400) 16 11.75 0.40 75.20 For wood store room 3x2 sides(300x400) 6 7.90 0.40 18.96 3x2 sides(300x400) 6 9.40 0.40 22.56 For Asthi room 3x2 sides(300x400) 6 4.90 0.40 11.76 2x2 sides(300x400) 4 7.90 0.40 12.64 total qty for PB formwork 141.12 Sqm ii for G.F. lintel beams- LB (200x200) 2x2 sides(200x200) 4 7.90 0.20 6.32 2x2 sides(200x200) 4 9.40 0.20 7.52 2x2 sides(200x200) 4 4.90 0.20 3.92 2x2 sides(200x200) 4 7.90 0.20 6.32 24.08 Sqm iii for G.F. roof beams- FB1 (300x400) horizontal beamsFor hall 8x2 sides(300x400) 16 11.75 0.40 75.20 4x1 Bottom(300x400) 8 11.75 0.30 28.20 For wood store room 3x2 sides(300x400) 6 7.90 0.40 18.96 3x1 Bottom(300x400) 3 7.90 0.30 7.11 3x2 sides(300x400) 6 9.40 0.40 22.56 3x1 Bottom(300x400) 3 9.40 0.30 8.46 For Asthi room 3x2 sides(300x400) 6 4.90 0.40 11.76 3x1 Bottom(300x400) 3 4.90 0.30 4.41 2x2 sides(300x400) 4 7.90 0.40 12.64 2x1 Bottom(300x400) 2 7.90 0.30 4.74 total qty of GF roof beam formwork- 194.04 Sqm Total qty of beam formwork-(i+ii+iii) 359.24 Sqm 270.00 96995 d 19.1.3 Suspended floors, roofs, landings, balconies and access platform. i Ground floor roof slabFor hall 1 12.95 11.70 151.52 For wood store room 1 9.40 7.90 74.26 For Asthi room 1 8.50 5.50 46.75 total qty of GF roof slab formwork 272.53 Sqm total qty of suspended flrs, roofs formwork 272.53 Sqm 305.00 83122 4 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. 4.1.4 Cement concrete grade M-10 (NominalMix) with 20mm maximum size of stone aggregate i for col. Footing pits- base 100mm thick F-1 ( 26x2400x2400x500) 26 2.60 2.60 0.10 17.58 total qty for footing base M-10 17.58 Cum M-10 for PB bottom - ii for plinth beams- PB1 (300x400) horizontal beams For hall

INR 12500 /-

INR 59900.0 /-

INR 1.19 Crore /-

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