| 1 | 1 | Dismanting R.C.C work including stacking sercviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I SOR (BCD) (5.10.3) | | 156.454 | /m3 |
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| 2 | 2 | Dismanting plain cement or lime concrete work includingstacking sercviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. SOR (BCD) ( 5.10.2 ) | | 197.411 | /m3 |
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| 3 | 3 | Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of the same (peyond 50m away from the toe of dam in the country side) within initial lead of 150 M and initial lift of 1.5M all lifts as per specification and direction of E/I ( 5.1.8) | | 305.713 | /m3 |
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| 4 | 4 | Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty complete job as per specification and direction of E/I. (7.1.37) | | 16.571 | /m3 |
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| 5 | 5 | Providing and laying P.C.C or R.C.C M-100 with nominal mix of (1:3:6) in foundation of various components of canal or embankment structures with approved quality of 40mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating, curing, royalty etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specification of direction of E/I. (7.3.3) | | 23.655 | /m3 |
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| 6 | 6 | Providing and laying P.C.C or R.C.C M-200 with nominal mix of (1:1½.3) in foundation of various components of canal or embankment structures with approved quality of 20mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating, curing, royalty etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specification of direction of E/I. (7.3.5) | | 99.826 | /m3 |
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| 7 | 7 | Providing and laying P.C.C or R.C.C M-150 with nominal mix of (1:2:4) in foundation of various components of canal or embankment structures with approved quality of 20mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating, curing, royalty etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specification of direction of E/I. (7.3.4) | | 26.442 | /m3 |
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| 8 | 8 | Providing and laying P.C.C or R.C.C with nominal mix of (1:2:4) in superstructure of various components of canal or embankment structure with approved quality of 20mm. Graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened But including necessary tools and plants, vibrating, curing, royalty etc. excluding cost of form work as well as reinforcement, its cutting, bending, binding and placing complete job as per specification of direction of E/I. (7.3.9) | | 144.888 | /m3 |
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| 9 | 9 | Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150mm.thick well watered rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trednches and placed in a suitable profile within a lead of 30 M and lift of 1.5M complete job, as per speccification and direction of E/I (7.1.31) | | 371.604 | /m3 |
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| 10 | 10 | Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I (7.3.18) | | 172.375 | /m2 |
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| 11 | 11 | Providing shuttering, including strutting proping etc. and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I (7.3.19) | | 437.518 | /m2 |
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| 12 | 12 | Providing and ixing in position 25m thick bituminastic board (shalitex or equivalent as per I.S- 1838-1983) in expansion or construction joints in barrage and its allied works as per specification and derection of E/I (6.7.3) | | 29.625 | /m2 |
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| 13 | 13 | Supplying, fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per specification and direction of E/I (6.7.2) | | 6 | /m |
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| 14 | 14 | Providing and placing sand filter froee from clay and other organic materials (F.M 2.5 to 3.0) in slope and bed of the canal , below lining including the cost of watering, compaction, royalty as per specification and directoin of E/I (where depth of cutting is more than 6M 20ft.) (7.2.8) | | 56.229 | /m3 |
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| 15 | 15 | Earthwork in lip cutting in side Slopes and bed of canal in ordinary soil with initial lead of 30M and lift of 1.5M including the cost of formation of sub grade of canal lining, profiling, leveling contrulling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and derection of E/I (7.1.21) | | 106.986 | /m3 |
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| 16 | 16 | Providing P.C.C M-150 with nominal mix of (1:2:4) with approved quality of graded stone chips (20mm and down) and coarse granular sand of requisite F.M (2.5 to 3.0) in lug slab, cross and longitudinal sleepers for lining of canals including cost of form work and its removal, curing, royalty etc. all complete job as per specification and direction of E/I (7.3.1.1) | | 6.859 | /m3 |
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| 17 | 17 | Providing 100mm thick P.C.C lining in M-150 with nominal mix of (1:2:4) with well graded stone chips (20mm and down ) and coarse sand of approved quality of required F.M (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joint including cost of form work and its removal, curing, royalty complete job as per specification and direction of E/I (7.2.19.1) | | 52.414 | /m3 |
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| 18 | 18 | Supplying fitting and fixing 100 micron LDPE film in bed of canal below lining as per specification and direction of E/I | | 142.45 | /m2 |
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| 19 | 19 | Providing 10mm thick vertical joints at suitable interval joints filled with bituminous materials of approved quality including royalty etc. all complete as per specification and direction of E/I (7.2.10) | | | |
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| 20 | 19.01 | i.) For canal side slope | | 115.32 | /m |
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| 21 | 19.02 | ii.) For canal bed | | 29.7 | /m |
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| 22 | 20 | Providing TMT bar reinforcement (tor steel)as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire placing M.S. rods in position all complete job as per specification and direction of E/I (7.3.22a) | | | |
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| 23 | 20.01 | (i) 10mmø TMT Fe 500 | | 4.448 | /MT |
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| 24 | 20.02 | (ii) 12mmø TMT Fe 500 | | 2.537 | /MT |
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| 25 | 21 | Supplying laying of Hessian cloth (A 0.3kg/m2Cot.)in side slope of canal below lining as per Specification and direction of E/I . CH:1(B)-67,P- 35 SOR | | 261.8 | /m2 |
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| 26 | 22 | Carrage of materials:- | | | |
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| 27 | 22.01 | (i) Cement from Jsr to W/site lead 51km [50km(p) + 1km(k)] | | 123.969 | /MT |
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| 28 | 22.02 | (ii) Steel from Jsr to W/site lead 51Km [50km(k)+1km(p) | | 6.985 | /MT |
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| 29 | 22.03 | (iii) Sand from Galudih to W/site Lead20km,[1km(k)+18km(p)+1km(k)] | | 174.458 | /m3 |
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| 30 | 22.04 | (iv) Stone Chips 50Km [2km(k)+47km(p) +1km(k)] | | 293.49 | /m3 |
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| 31 | 22.05 | (v) Stone Metal 50Km [2km(k)+47km(p)+1km(k)] | | 22.284 | /m3 |
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| 32 | 23 | Add GST @12% | | 1 | L.S. |
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| 33 | 24 | Add Labour Cess @1% | | 1 | L.S. |
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