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Long Schedule By Division

SL# Item Code Item Description Unit Rate for ZoneA Rate for ZoneB Rate for ZoneC Rate for ZoneD
DIVISION 30 : CONCRETE SOLID AND HOLLOW BLOCKS, FACING AND PAVING STONES ETC.
1. 30.1 240 mm thick Concrete Solid Block wall works having minimum compressive strength of 15 MPa and water absorption not greater than 7% of size (240 x 114 x 70) mm, laying with specified mortar of cement and sand in a ratio 1:5 (sand not less than F.M = 1.2) and minimum thickness of 12 mm in foundation and plinth, filling the joints/ interstices fully with mortar, racking out the joints and curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc. all completed by the contractor and accepted by the Engineer-in-charge. Show Breakup Cum 8870 8825 8711 8711
2. 30.10 114 mm thick boundary wall with Concrete Solid block having minimum compressive strength of 15 MPa and water absorption not greater than 7% of size (240 x 114 x 70) mm, laying with specified mortar of cement and sand in a ratio 1:5 (sand not less than F.M= 1.2) and minimum thickness of 12 mm, filling the interstices with mortar and making bond with connecting walls /frames including necessary scaffolding and curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc. all completed by contractor and accepted by the Engineer-in-charge. Show Breakup sqm 1237 1230 1207 1207
3. 30.11 240 mm thick Boundary Wall with Concrete Hollow Block having minimum compressive strength of 15 MPa of size (390 x 190 x 240) mm, thickness of individual Block Shell should not be less than 32 mm, water absorption not more than 7%, laying with specified mortar of cement and sand in a ratio 1:4 (sand not less than F.M =1.2) and minimum thickness of 15 mm (9 mm for shell portion and 6 mm for inside hollow portion), filling the interstices with mortar and making bond with connecting walls /frames including necessary scaffolding and curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc. all completed by contractor and accepted by the Engineer-in-charge. Show Breakup sqm 1908 1902 1879 1879
4. 30.12 112 mm thick Boundary Wall with Concrete Hollow Block having minimum compressive strength of 10 MPa of size (390 x 190 x 112) mm, thickness of individual Block Shell should not be less than 25 mm, water absorption not more than 7%, laying with specified mortar of cement and sand in a ratio 1:4 (sand not less than F.M =1.2) minimum thickness of 15 mm (9 mm for shell portion and 6 mm for inside hollow portion), filling the interstices with mortar and making bond with connecting walls /frames including necessary scaffolding and curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc. all completed by contractor and accepted by the Engineer-in-charge. Show Breakup sqm 1016 1011 987 987
5. 30.13 240 mm thick Boundary Wall with 3 Holes Concrete Hollow Block having minimum compressive strength of 15 MPa of size (240 x 114 x 70 -3H) mm, thickness of individual Block Shell should not be less than 32 mm, water absorption not more than 7%, laying with specified mortar of cement and sand in a ratio 1:4 (sand not less than F.M =1.2) and minimum thickness of 15 mm (9 mm for shell portion and 6 mm for inside hollow portion), filling the interstices with mortar and making bond with connecting walls /frames including necessary scaffolding and curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc. all completed by contractor and accepted by the Engineer-in-charge. Show Breakup cum 7205 7186 7108 7108
6. 30.14 114 mm thick Boundary Wall with 3 Holes Concrete Hollow Block having minimum compressive strength of 10 MPa of size (240 x 114 x 70 - 3H) mm, thickness of individual Block Shell should not be less than 25 mm, water absorption not more than 7%, laying with specified mortar of cement and sand in a ratio 1:4 (sand not less than F.M =1.2) minimum thickness of 15 mm (9 mm for shell portion and 6 mm for inside hollow portion), filling the interstices with mortar and making bond with connecting walls /frames including necessary scaffolding and curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc. all completed by contractor and accepted by the Engineer-in-charge. Show Breakup sqm 1116 1111 1088 1088
7. 30.15 112 mm thick partition wall with sand cement hollow block wall (SCHB) having compressive strength of not less than 10 MPa, size (390 x 190 x 112) mm, thickness of individual Block shell should not be less than 25 mm, water absorption not more than 7%, laying with specified mortar (with admixture) of cement and sand in a ratio of not less than 1:5 (sand not less than F.M = 1.2), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for minimun 14 days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 7 days including cost of water, electricity and other charges etc. in all completed by the contractor and accepted by the Engineer-in-charge.
8. 30.15.1 Ground Floor Show Breakup sqm 862 857 834 834
9. 30.15.2 Add for each additional floor above ground floor Show Breakup sqm 36 36 36 36
10. 30.16 Minimum 10 mm thick cement plaster in cement : sand = 1:5 in surface of external/internal wall with specified external/internal plaster mix applied in two coats (first coat 6 mm and second coat 4 mm), finishing the corner and edge including washing of sand, cleaning the surface, scaffolding and curing for minimun 3 (three) days on mortar joints by jute/brush in wet, followed by impervious/wet covering for another 4 (four) days etc. all complete etc. all complete and accepted by the Engineer-in-charge. (Rate is excluding the cost of grouting and reinforcement)
11. 30.16.1 Ground floor Show Breakup sqm 287 283 266 266
12. 30.16.2 Add for each additional floor above ground floor Show Breakup sqm 6 6 6 6
13. 30.17 Supplying and placing of 60 mm thick grey uni-block paving for walk way having size (222x110x60) mm, water absorption not greater than 4% and minimum compressive strength of 25 MPa on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. completed by the contractor and accepted by the Engineer-in-charge. Show Breakup sqm 1125 1122 1106 1106
14. 30.18 Supplying and placing of 60 mm thick coloured uni-block paving for walk way having size (222x110x60) mm, water absorption not greater than 4% and minimum compressive strength of 25 MPa on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. completed by the contractor and accepted by the Engineer-in-charge. Show Breakup sqm 1250 1248 1231 1231
15. 30.19 Supplying and placing of 70 mm thick grey uni-block paving for walk way having size (222x110x70) mm, water absorption not greater than 4% and minimum compressive strength of 30 MPa on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. completed by the contractor and accepted by the Engineer-in-charge Show Breakup sqm 1225 1222 1206 1206
16. 30.2 One layer of Concrete Solid Block Soling having minimum compressive strength of 15 MPa and water absorption not greater than 7% of size (240 x 114 x 70) mm in ground floor/ foundation including preparation of bed and filling the interstices with fine sand (F.M.= 0.8), leveling etc. all completed by the contractor and accepted by the Engineer-in-charge. Show Breakup sqm 662 659 649 649
17. 30.20 Supplying and placing of 70 mm thick coloured uni-block paving for walk way having size (222x110x70) mm, water absorption not greater than 4% and minimum compressive strength of 30 MPa on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. completed by the contractor and accepted by the Engineer-in-charge Show Breakup sqm 1300 1298 1281 1281
18. 30.21 Supplying and placing of 80 mm thick grey uni-block for paving foot-path, major walk way, car porch having size (222x110x80) mm, water absorption not greater than 4% and compressive strength of 40 MPa on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. completed by the contractor and accepted by the Engineer-in-charge. Show Breakup sqm 1501 1499 1482 1482
19. 30.22 Supplying and placing of 80 mm thick coloured uni-block for paving foot-path, major walk way, car porch having size (222x110x80) mm, water absorption not greater than 4% and compressive strength of 40 MPa on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. completed by the contractor and accepted by the Engineer-in-charge. Show Breakup sqm 1652 1649 1633 1633
20. 30.23 Supplying and placing of 90 mm grey uni-block for paving heavy trafic areas, roads rounds abuts, industrial yards etc having size (222x110x90) mm, water absorption not greater than 4% and compressive strength of 40 MPa on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. completed by the contractor and accepted by the Engineer-in-charge. Show Breakup sqm 1551 1549 1532 1532
21. 30.24 Supplying and placing of 90 mm thick coloured uni-block for paving heavy trafic areas, road, industrial yard etc having size (222x110x90) mm, water absorption not greater than 4% and compressive strength of 40 MPa on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. completed by the contractor and accepted by the Engineer-in-charge. Show Breakup sqm 1702 1699 1683 1683
22. 30.25 Supplying and placing of 100 mm grey uni-block for paving heavy trafic areas, roads rounds abuts, industrial yards etc having size (222x110x100) mm, water absorption not greater than 4% and compressive strength of 40 MPa on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. completed by the contractor and accepted by the Engineer-in-charge. Show Breakup sqm 1852 1850 1834 1834
23. 30.26 Supplying and placing of 100 mm thick coloured uni-block for paving heavy trafic areas, road, industrial yard etc having size (222x110x100) mm, water absorption not greater than 4% and compressive strength of 40 MPa on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. completed by the contractor and accepted by the Engineer-in-charge. Show Breakup sqm 1953 1950 1934 1934
24. 30.27 Supplying and placing of grey 200 mm x 100 mm x 60 mm rectangular paving block having water absorption not greater than 4% and compressive strength of 30 MPa on 50 mm thick compacted sand bed, and filling all interstices with sand, cleaning etc. completed by the contractor and accepted by the Engineer-in-charge. Show Breakup sqm 1227 1224 1208 1208
25. 30.28 Supplying and placing of coloured 200 mm x 100 mm x 60 mm rectangular paving block having water absorption not greater than 4% and compressive strength of 30 MPa on 50 mm thick compacted sand bed, and filling all interstices with sand, cleaning etc. completed by the contractor and accepted by the Engineer-in-charge. Show Breakup sqm 1472 1408 1392 1392
26. 30.29 Supplying and placing of grey 200 mm x 100 mm x 80 mm rectangular paving block having water absorption not greater than 4% and compressive strength of 30 MPa on 50 mm thick compacted sand bed, and filling all interstices with sand, cleaning etc. completed by the contractor and accepted by the Engineer-in-charge. Show Breakup sqm 1656 1653 1637 1637
27. 30.3 240 mm thick Exterior Wall with Concrete Solid Block having minimum compressive strength of 15 MPa and water absorption not greater than 7% of size (240 x 114 x 70) mm, laying with specified mortar of cement and sand in a ratio 1:5 (sand not less than F.M =1.2) and minimum thickness of 12 mm, filling the interstices with mortar and making bond with connecting walls /frames including necessary scaffolding and curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc. all completed by contractor and accepted by the Engineer-in-charge.
28. 30.3.1 Ground floor Show Breakup Cum 8978 8933 8820 8820
29. 30.3.2 Add for each addl. floor above ground floor Show Breakup Cum 73 73 73 73
30. 30.30 Supplying and placing of coloured 200 mm x 100 mm x 80 mm rectangular paving block having water absorption not greater than 4% and compressive strength of 30 MPa on 50 mm thick compacted sand bed, and filling all interstices with sand, cleaning etc. completed by the contractor and accepted by the Engineer-in-charge. Show Breakup sqm 1778 1776 1759 1759
31. 30.31 Supplying and placing of grey 200 mm x 100 mm x 100 mm rectangular paving block having water absorption not greater than 4% and compressive strength of 30 MPa on 50 mm thick compacted sand bed, and filling all interstices with sand, cleaning etc. completed by the contractor and accepted by the Engineer-in-charge. Show Breakup sqm 1840 1837 1821 1821
32. 30.32 Supplying and placing of coloured 200 mm x 100 mm x 100 mm rectangular paving block having water absorption not greater than 4% and compressive strength of 30 MPa on 50 mm thick compacted sand bed, and filling all interstices with sand, cleaning etc. completed by the contractor and accepted by the Engineer-in-charge. Show Breakup sqm 1962 1960 1943 1943
33. 30.33 Supplying, carrying, placing, providing of Concrete Kerb Stone having minimum compressive strength 15 MPa of size 600 mm x 300 mm x 100/60 mm all completed by the contractor and accepted by the Engineer-in-charge. Show Breakup sqm 237 236 234 234
34. 30.34 Supplying, carrying, placing, providing of Concrete Kerb Stone having minimum compressive strength 15 MPa of size 500 mm x 350 mm x 100 mm all completed by the contractor and accepted by the Engineer-in-charge. Show Breakup sqm 243 242 240 240
35. 30.35.1 Supplying and placing of grey engraved cement concrete tiles (250 mm x 250 mm in size) having minimum thickness of 24 mm over 12 mm sand cement mortar (4:1) each at a distance of 6 mm apart and filling the joints with cement sand mortar (1:4) including raking out joints and cutting the tiles to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, curing for minimun 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete and accepted by the Engineer-in-charge.
36. 30.35.1.1 Ground floor Show Breakup sqm 958 954 940 940
37. 30.35.1.2 Add for each additional floor above ground floor Show Breakup sqm 10 10 10 10
38. 30.35.2 Supplying and placing of coloured engraved cement concrete tiles (250 mm x 250 mm in size) having minimum thickness of 24 mm over 12 mm sand cement mortar (4:1) each at a distance of 6 mm apart and filling the joints with cement sand mortar (1:4) including raking out joints and cutting the tiles to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, curing for min 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete and accepted by the Engineer-in-charge.
39. 30.35.2.1 Ground floor Show Breakup sqm 1097 1093 1079 1079
40. 30.35.2.2 Add for each additional floor above ground floor Show Breakup sqm 10 10 10 10
41. 30.36.1 38 mm thick grey cladding work in facing on superstructure with 200 mm x 90 mm x 38 mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed at 6 mm apart, filling the interstices with same mortar, raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, necessary scaffolding, curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete and accepted by the Engineer-in-charge.
42. 30.36.1.1 Ground floor Show Breakup sqm 1582 1570 1533 1533
43. 30.36.1.2 Add for each additional floor above ground floor Show Breakup sqm 18 18 18 18
44. 30.36.2 38 mm thick coloured cladding work in facing on superstructure with 200 mm x 92 mm x 38 mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed at 6 mm apart, filling the interstices with same mortar, raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, necessary scaffolding, curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete and accepted by the Engineer-in-charge.
45. 30.36.2.1 Ground floor Show Breakup sqm 1708 1697 1660 1660
46. 30.36.2.2 Add for each additional floor above ground floor Show Breakup sqm 18 18 18 18
47. 30.36.3 50 mm thick grey cladding work in facing on superstructure with 400 mm x 100 mm x 50 mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed at 6 mm apart, filling the interstices with same mortar, raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, necessary scaffolding, curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete and accepted by the Engineer-in-charge.
48. 30.36.3.1 Ground floor Show Breakup sqm 1339 1325 1280 1280
49. 30.36.3.2 Add for each additional floor above ground floor Show Breakup sqm 18 18 18 18
50. 30.36.4 50 mm thick coloured cladding work in facing on superstructure with 400 mm x 100 mm x 50 mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed at 6 mm apart, filling the interstices with same mortar, raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, necessary scaffolding, curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete and accepted by the Engineer-in-charge.
51. 30.36.4.1 Ground floor Show Breakup sqm 1484 1470 1425 1425
52. 30.36.4.2 Add for each additional floor above ground floor Show Breakup sqm 18 18 18 18
53. 30.36.5 15 mm thick grey/coloured cladding work in facing on superstructure with 420 mm x 330 mm x 15 mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed at 6 mm apart, filling the interstices with same mortar, raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, necessary scaffolding, curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete and accepted by the Engineer-in-charge
54. 30.36.5.1 Ground floor Show Breakup sqm 988 977 941 941
55. 30.36.5.2 Add for each additional floor above ground floor Show Breakup sqm 18 18 18 18
56. 30.37.1 240 mm thick wall in super structure with Autoclaved Aerated Concrete (AAC) Block of size (600 x 200 x 240 : L x H x W) mm having Compressive Strength not less than 6 MPa, Nominal Dry Density 850 kg/m3 and Drying Shrinkage not exceeding 0.02% conforming BNBC-2020 (ASTM C1386), laying with specified mortar of cement and sand in a ratio 1:4 (sand not less than F.M =1.2) and minimum thickness of 10 mm, (or other binding materials which comply with BNBC-2020) filling the interstices with mortar and making bond with connecting walls /frames including necessary scaffolding and curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc. all completed by the contractor and accepted by the Engineer-in-charge.
57. 30.37.1.1 Ground floor Show Breakup cum 5968 5938 5847 5847
58. 30.37.1.2 Add for each additional floor above ground floor Show Breakup cum 73 73 73 73
59. 30.37.2 200 mm thick wall in super structure with Autoclaved Aerated Concrete (AAC) Block of size (600 x 200 x 200 : L x H x W) mm having Compressive Strength not less than 6 MPa, Nominal Dry Density 850 kg/m3 and Drying Shrinkage not exceeding 0.02% conforming BNBC-2020 (ASTM C1386), laying with specified mortar of cement and sand in a ratio 1:4 (sand not less than F.M =1.2) and minimum thickness of 10 mm, (or other binding materials which comply with BNBC-2020) filling the interstices with mortar and making bond with connecting walls /frames including necessary scaffolding and curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc. all completed by the contractor and accepted by the Engineer-in-charge.
60. 30.37.2.1 Ground floor Show Breakup cum 6330 6300 6210 6210
61. 30.37.2.2 Add for each additional floor above ground floor Show Breakup cum 73 73 73 73
62. 30.37.3 150 mm thick wall in super structure with Autoclaved Aerated Concrete (AAC) Block of size (600 x 200 x 150 : L x H x W) mm having Compressive Strength not less than 6 MPa, Nominal Dry Density 850 kg/m3 and Drying Shrinkage not exceeding 0.02% conforming BNBC-2020 (ASTM C1386), laying with specified mortar of cement and sand in a ratio 1:4 (sand not less than F.M =1.2) and minimum thickness of 10 mm, (or other binding materials which comply with BNBC-2020) filling the interstices with mortar and making bond with connecting walls /frames including necessary scaffolding and curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc. all completed by the contractor and accepted by the Engineer-in-charge.
63. 30.37.3.1 Ground floor Show Breakup cum 7186 7155 7065 7065
64. 30.37.3.2 Add for each additional floor above ground floor Show Breakup cum 73 73 73 73
65. 30.38.1 240 mm thick wall in super structure with Autoclaved Aerated Concrete (AAC) Block of size (600 x 200 x 240 : L x H x W) mm having Compressive Strength not less than 6 MPa, Nominal Dry Density 850 kg/m3 and Drying Shrinkage not exceeding 0.02% conforming BNBC-2020 (ASTM C1386), laying with approved polymer modified adhesive mortar having water retention not less than 75% & average compressive strength at 28 days, min 5.2 MPa conforming ASTM C270, Splitting Tensile Strength not less than (0.40 – 0.49 MPa) conforming ASTM C1660, maitaining W/p ratio 25% - 30% and jointing adhesive mortar layer thickness of (3 mm -4 mm), (or other binding materials which comply with BNBC-2020) filling the interstices with mortar and making bond with connecting walls /frames including necessary scaffolding, cutting and sizing AAC blocks etc. all completed by the contractor and accepted by the Engineer-in-charge.
66. 30.38.1.1 Ground floor Show Breakup cum 6124 6109 6041 6041
67. 30.38.1.2 Add for each additional floor above ground floor Show Breakup cum 73 73 73 73
68. 30.38.2 200 mm thick wall in super structure with Autoclaved Aerated Concrete (AAC) Block of size (600 x 200 x 200 : L x H x W) mm having Compressive Strength not less than 6 MPa, Nominal Dry Density 850 kg/m3 and Drying Shrinkage not exceeding 0.02% conforming BNBC-2020 (ASTM C1386), laying with approved polymer modified adhesive mortar having water retention not less than 75% & average compressive strength at 28 days, min 5.2 MPa conforming ASTM C270, Splitting Tensile Strength not less than (0.40 – 0.49 MPa) conforming ASTM C1660, maitaining W/p ratio 25% - 30% and jointing adhesive mortar layer thickness of (3 mm -4 mm), (or other binding materials which comply with BNBC-2020) filling the interstices with mortar and making bond with connecting walls /frames including necessary scaffolding, cutting and sizing AAC blocks etc. all completed by the contractor and accepted by the Engineer-in-charge.
69. 30.38.2.1 Ground floor Show Breakup cum 6576 6561 6492 6492
70. 30.38.2.2 Add for each additional floor above ground floor Show Breakup cum 73 73 73 73
71. 30.38.3 150 mm thick wall in super structure with Autoclaved Aerated Concrete (AAC) Block of size (600 x 200 x 150 : L x H x W) mm having Compressive Strength not less than 6 MPa, Nominal Dry Density 850 kg/m3 and Drying Shrinkage not exceeding 0.02% conforming BNBC-2020 (ASTM C1386), laying with approved polymer modified adhesive mortar having water retention not less than 75% & average compressive strength at 28 days, min 5.2 MPa conforming ASTM C270, Splitting Tensile Strength not less than (0.40 – 0.49 MPa) conforming ASTM C1660, maitaining W/p ratio 25% - 30% and jointing adhesive mortar layer thickness of (3 mm -4 mm), (or other binding materials which comply with BNBC-2020) filling the interstices with mortar and making bond with connecting walls /frames including necessary scaffolding, cutting and sizing AAC blocks etc. all completed by the contractor and accepted by the Engineer-in-charge.
72. 30.38.3.1 Ground floor Show Breakup cum 7509 7493 7422 7422
73. 30.38.3.2 Add for each additional floor above ground floor Show Breakup cum 73 73 73 73
74. 30.4 114 mm thick Partition Wall with Concrete Solid Block having minimum compressive strength of 15 MPa and water absorption not greater than 7% of size (240 x 114 x 70) mm, laying with specified mortar of cement and sand in a ratio 1:5 (sand not less than F.M =1.2) and minimum thickness of 12 mm, filling the interstices with mortar and making bond with connecting walls /frames including necessary scaffolding and curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc. all completed by contractor and accepted by the Engineer-in-charge.
75. 30.4.1 Ground floor Show Breakup sqm 1237 1230 1207 1207
76. 30.4.2 Add for each addl. floor up above ground floor Show Breakup sqm 36 36 36 36
77. 30.5 240 mm thick Exterior Wall with Concrete Hollow Block having minimum compressive strength of 15 MPa of size (390 x 190 x 240) mm, thickness of individual Block Shell should not be less than 32 mm, water absorption not more than 7%, laying with specified mortar of cement and sand in a ratio 1:4 (sand not less than F.M =1.2) and minimum thickness of 15 mm (9 mm for shell portion and 6 mm for inside hollow portion), filling the interstices with mortar and making bond with connecting walls /frames including necessary scaffolding and curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc. all completed by contractor and accepted by the Engineer-in-charge.
78. 30.5.1 Ground floor Show Breakup sqm 1908 1902 1879 1879
79. 30.5.2 Add for each addl. floor up above ground floor Show Breakup sqm 36 36 36 36
80. 30.6 112 mm thick Partition Wall with Concrete Hollow Block having minimum compressive strength of 15 MPa of size (390 x 190 x 112) mm, thickness of individual Block Shell should not be less than 25 mm, water absorption not more than 7%, laying with specified mortar of cement and sand in a ratio 1:4 (sand not less than F.M =1.2) minimum thickness of 15 mm (9 mm for shell portion and 6 mm for inside hollow portion), filling the interstices with mortar and making bond with connecting walls /frames including necessary scaffolding and curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc. all completed by contractor and accepted by the Engineer-in-charge.
81. 30.6.1 Ground floor Show Breakup sqm 1016 1011 987 987
82. 30.6.2 Add for each addl. floor up above ground floor Show Breakup sqm 36 36 36 36
83. 30.7 240 mm thick Exterior Wall with 3 Holes Concrete Hollow Block having minimum compressive strength of 15 MPa and water absorption not greater than 7% of size (240 x 114 x 70-3H) mm, laying with specified mortar of cement and sand in a ratio 1:5 (sand not less than F.M =1.2) and minimum thickness of 12 mm, filling the interstices with mortar and making bond with connecting walls /frames including necessary scaffolding and curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc. all completed by contractor and accepted by the Engineer-in-charge.
84. 30.7.1 Ground floor Show Breakup cum 7205 7186 7108 7108
85. 30.7.2 Add for each addl. floor up above ground floor Show Breakup cum 73 73 73 73
86. 30.8 114 mm thick Partition Wall with 3 Holes Concrete Hollow Block having minimum compressive strength of 15 MPa and water absorption not greater than 7% of size (240 x 114 x 70-3H) mm, laying with specified mortar of cement and sand in a ratio 1:5 (sand not less than F.M =1.2) and minimum thickness of 12 mm, filling the interstices with mortar and making bond with connecting walls /frames including necessary scaffolding and curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc. all completed by contractor and accepted by the Engineer-in-charge.
87. 30.8.1 Ground floor Show Breakup sqm 1116 1111 1088 1088
88. 30.8.2 Add for each addl. floor up above ground floor Show Breakup sqm 36 36 36 36
89. 30.9 240 mm thick Boundary Wall with Concrete Solid Block having minimum compressive strength of 15 MPa and water absorption not greater than 7% of size (240 x 114 x 70) mm, laying with specified mortar of cement and sand in a ratio 1:5 (sand not less than F.M =1.2) and minimum thickness of 12 mm, filling the interstices with mortar and making bond with connecting walls /frames including necessary scaffolding and curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc. all completed by contractor and accepted by the Engineer-in-charge. Show Breakup Cum 8978 8933 8820 8820
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