| 1 | 1 | Earth filling in foundation trenches and plinth in layers not exceeding 150mm thick will watered, rammed, fully compacted and fine dressed with earth obtanied after cutting within a lead of 50M and ift of 1.5M all complete as per building specification and directio nof E/I (Mode of measurement compacted volume) | 5.1.8 | 66 | M3 |
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| 2 | 2 | Earth work in excavation in foundation trenches in soft rock (vide classification of soil item-C) --do--do-- all Complete as per approved design and per specification and direction of E/I. | 5.1.17.3 | 16.5 | M3 |
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| 3 | 3 | Providing R.C.C. M150 in band at plinth level with approved quality of stone chips 20mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in cement mixer and placing in position, vibrating, striking, curing, (but excluding the cost of reinforcement, taxes and royalty all complete job as per building specification and direction of E/I. | 5.3.6 | 16 | M3 |
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| 4 | 4 | Supplying, fitting and fixing 32mm thick good quality, well dressed well seasoned local wood battened shutter ledged and braced in doors and win down with oxidized iron fitting such as hinges, sliding door bolts tower bolts, handles or rings hooks and eyes, cleats sand block as per schedule taxes and royalty all complete as per building spedification and direction of E/I. | 5.4.8 | 33.55 | M3 |
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| 5 | 5 | Supplying, fitting and fixing 38mm, thick good quality, well dressd and well seasoned sal wood fully paneled shutter in doors and windows with 25mm, thick panels with one side plain and other side chamfered with oxidized iron fitting such as hinges, sliding door bolts tower bolts, handles or rings hooks and eyes, cleats sand block as per schedule taxes and royalty all complete as per building spedification and direction of E/I. | 5.4.11 | 51.05 | M3 |
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| 6 | 6 | Providing 25 mm thick cement plaster (1:4) in cement mortar with approved quality of sand of requisite F.M. (2.5 to 3) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification and direction of E/I. | 5.5.5 | 30 | M2 |
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| 7 | 7 | Providing R.C.C. M-150 with nominal mix of (1:2:4) in beam all types with approved quality of stone chips 20mm to 6mm size graded and clen coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in cement mixer and placing in position, vibrating, striking, curing, (but excluding the cost of reinforcement, taxes and royalty all complete job as per building specification and direction of E/I. | 5.3.10 | 0.6 | M3 |
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| 8 | 8 | Providing Weep holes ---do---do--- all complete as per specification and direction of E/I. | 6.7.6 | 60 | Nos. |
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| 9 | 9 | Earth work in back filling ---do---do--- all complete as per specification and direction of E/I. | 6.1.16 | 27.5 | M3 |
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| 10 | 10 | Earth work in excavation in foundation trenches …………….. E/I. | 6.1.8+6.1.9 | 231.2 | M3 |
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| 11 | 11 | Providing coarse clean sand in filling in foundation ………… E/I. | 6.6.7 | 11.85 | M3 |
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| 12 | 12 | Providing stone boulder soling in foundation ………… E/I. | 5.6.8 | 17.95 | M3 |
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| 13 | 13 | Providing PCC M 15 with nominal mix of (1:2:4) in foundation with ……………………. E/I. | 6.3.3 | 46.94 | M3 |
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| 14 | 14 | Providing random rubble stone masonry in C.M. (1:4) in foundation and plinth ……………………. E/I. | 6.4.8 | 119.53 | M3 |
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| 15 | 15 | Providing random rubble stone masonry in C.M. (1:4) in superstructure ……………………. E/I. | 6.4.11 | 101.76 | M3 |
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| 16 | 16 | Providing R.C.C. M - 200 with nominal mix of (1:2:4) in cap……………………. E/I. | 6.3.11 | 8.21 | M3 |
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| 17 | 17 | Providing R.C.C. M - 200 with nominal mix of (1:1.5:3) in deck slab with……………………. E/I. | 6.3.12 | 30.58 | M3 |
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| 18 | 18 | Providing R.C.C. M - 200 with nominal mix of (1:1.5:3) in wearing coat of deck slab with……………………. E/I. | 6.3.9 | 5.1 | M3 |
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| 19 | 19 | Providing TMT steel reinforcement above 10mm, 12mm, 16mm dia rods bars as per spproved design and drawing ----do----do---- | 6.3.24(a) | 5.32 | MT |
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| 20 | 20 | Providing 25 mm thick cement plaster (1:4) with clean coarse sand …………………….. E/I. | 6.5.8 | 174.16 | M2 |
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| 21 | 21 | Earth filling in foundation trenches and plinth ……………… E/I. | 6.1.17 | 198.22 | M3 |
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| 22 | 22 | Providing shuttering including proping etc. And removal after use in foundation as per direction of E/I. | 6.3.20 | 21.51 | M2 |
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| 23 | 23 | Providing centring including proping etc. And removal after use in deck slab as per direction of E/I. | 6.3.22 | 66.91 | M2 |
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| 24 | 24.1 | Carriage of Materials\n\nCement | | 86.66 | MT |
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| 25 | 24.2 | Sand | | 187.54 | M3 |
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| 26 | 24.3 | Stone Chips | | 93.84 | M3 |
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| 27 | 24.4 | Stone Boulder | | 323.84 | M3 |
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| 28 | 24.5 | Steel. | | 5.32 | MT |
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| 29 | 25 | GST @12% | | 1 | Nos |
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| 30 | 26 | Labour Cess @1% | | 1 | Nos |
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