| 1 | 1 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the fouda removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.\n\n \n | | 473.844 | M³ |
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| 2 | 2 | Extra for earthwork in hard soil as per specification and direction of E/l (vide classification of soil item-B) | | 300.02 | M3 |
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| 3 | 3 | Providing & Laying PCC-M150 with nominal mix of (1:2:4) complete as per drawing and Technical specification. . | | 16.256 | M3 |
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| 4 | 4 | Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5with 5% cico or any other approved water proofing compoundincluding taxes and royalty all complete as per building specification and direction of E/l. | | 127.5 | m2 |
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| 5 | 5 | Stone masonry work in cement mortar in foundation and plinth complete as per drawing and technical specifications Clauses 702 ,704,1202 & 1203.Random Rubble Masonary in C.M. (1:4) in foundation. | | 101.15 | M3 |
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| 6 | 6 | Providing weep holes with day grades stone filter of 53mm to 22.4 mm size in abutment and wing wall all complete as per specification and direction of E/I. | | 85 | N0s |
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| 7 | 7 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).\n \n\n | | 71.293 | M³ |
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| 8 | 8 | Providing designation 75 B one brick on edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. | | 390.55 | M2 |
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| 9 | 9 | Providing P.C.C. M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l. | | 128.58 | M3 |
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| 10 | 10 | Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.\n \n\n | | 93.388 | M³ |
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| 11 | 11 | Providing designation 75 A one brick on edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. | | 466.65 | M2 |
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| 12 | 12 | Providing R.C.C. M - 200 with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l.\n | | 10.699 | M² |
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| 13 | 13 | Providing R.C.C.M - 200 in band at plinth level with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l.\n | | 13.85 | M³ |
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| 14 | 14 | Providing and laying R.C.C M.200 with nominal mix of I (1:1½:3) in deck slab do --do-- complete job as per specification and direction of E/I.\n75%of R.C.C.\n | | 7.815 | M³ |
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| 15 | 15 | Providing precast R.C.C.M - 200 with nominal mix of (1:1.5:3) slab of desired size with approved quality of stone chips and clean coarse sand of F.M. 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l.\n25% of R.C.C \n | | 1.924 | M³ |
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| 16 | 16 | Providing centering including strutting and propping etc. and removal after use in deck slab as per specification and direction of E/I.\n | | 41.194 | M² |
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| 17 | 17 | Providing Tor steel reinforcement of 8mm. dia. rods as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. \n | | 1.895 | MT |
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| 18 | 18 | Carriage of Material Disposal Excaveted Earth | | 218 | M3 |
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| 19 | 19 | Carriage of Material Sand lead 10 KM (1K+9P) | | 217.17 | M3 |
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| 20 | 20 | Carriage of Material Stone chips lead 20 KM (1K+19P) | | 156.16 | M3 |
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| 21 | 21 | Carriage of Material Bricks lead | | 49.3 | TH |
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| 22 | 22 | Carriage of Material stone boulder lead | | 101.15 | m3 |
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| 23 | 23 | Sign Board | | 1 | each |
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| 24 | 24 | Add 12% for G.S.T. | BI01010001010000000000000515BI0100001136 | 0.12 | each |
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| 25 | 25 | Add 1%Labour Cess | BI01010001010000000000000515BI0100001137 | 0.01 | each |
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