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| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqmon plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil. |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil. |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil. |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 6 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 7 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 8 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level; 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 9 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 10 | Supply of blackannealed wire crate mesh 4\"x4\" lids made out of 4mm dia BA wireas per IS 280 machine woven both ends bent conformingto releveant IS specification size 16\"x16\" |
| 11 | Dumping boulders/ stones excluding cost of boulders/stones In Horizontal on level |
| 12 | Supply of boulders |
| 13 | Filling of EC bags with sand earth includingcost ofsewingand strings laoding unlaoding and placing in position includingall leads and lifts includingcost of bags Complete Job. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete. |
| 15 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 16 | Suspended floors, roofs, landings, balconies and access platforms. |
| 17 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 18 | Slip clearance; In soils; mixed with moorum/ Kankar/ shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 19 | Slip Clearence In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. |
| 20 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. |
| 21 | Engagement of labour / Beldar, Mazdoor |
| 22 | Mason |
| 23 | Carpenter |
| 24 | J.C.B Tyre mounted |
| 25 | Chain mounted |
| 26 | Hire charges of Tipper (5 Cum) |
| 27 | Hire charges of Tractor with Trolley |
| 28 | Hire charges of dewatering pump incl. fuel complete job |
| 29 | Providing and Laying PVC Pipe Of approved brand and quality |
| 30 | 200 mm |
| 31 | 150 mm |
| 32 | 100 mm |
| 33 | Constructing X-bunds/ diversion bunds comprising of boulders and wooden bushes in alternate layers incl. working in water conditions |
| 34 | Providing/ fixing of MS plate incl. all carriages complete job |
| 35 | 5 mm thick |
| 36 | 6 mm thick |
| 37 | Repairment of head works/ hydarulic gates complete Job |
| 38 | Providing and fixing of gate valves/ sluice valves complete job |
| 39 | 150 mm dia |
| 40 | 100 mm dia |
| 41 | Providing and fixing of G I pipes incl. all carriages complete job |
| 42 | 150 mm dia |
| 43 | 100 mm dia |
| 44 | Providing and fixing of angle iron incl. all carriages complete Job |
| 45 | 50x50x6 mm thick |
| 46 | 40x40x5 mm thick |
| 47 | Carraige of materials by Mechanical transportincluding loadingunloading and stacking Earth upto |
| 48 | 1 km |
| 49 | 2 Km |
| 50 | 3 Km |
| 51 | 4 Km |
| 52 | 5 Km |
| 53 | 5-10 Km per KM |
| 54 | 10-20 Km per KM |
| 55 | Beyound 20 Kms for every additional kms |
| 56 | Crates upto 1 Km |
| 57 | 2 Km |
| 58 | 3 Km |
| 59 | 4 Km |
| 60 | 5 Km |
| 61 | 5-10 Km per KM |
| 62 | 10-20 Km per KM |
| 63 | Beyound 20 Kms for every additional kms |
| 64 | Stones upto 1 Km |
| 65 | 2 Km |
| 66 | 3 Km |
| 67 | 4 Km |
| 68 | 5 Km |
| 69 | 5-10 Km per KM |
| 70 | 10-20 Km per KM |
| 71 | Beyound 20 Kms for every additional kms |
| 72 | 40mm Agg for 1 kms |
| 73 | 2 kms |
| 74 | 3 kms |
| 75 | 4 kms |
| 76 | 5 kms |
| 77 | 5-10 kms |
| 78 | 10-20 kms |
| 79 | Beyound 20 Kms for every additional kms |
| 80 | 20mm Agg/Sand for I kms |
| 81 | 2 kms |
| 82 | 3 kms |
| 83 | 4kms |
| 84 | 5 kms |
| 85 | 5 to 10 kms |
| 86 | 10-20 kms |
| 87 | Beyound 20 Kms for every additional kms |
| 88 | Carraige of materials by Mechanical transportincluding loadingunloading and stacking Earth upto |
| 89 | for first 50 mtrs. |
| 90 | for every additional 50 mtrs or part thereof |
| 91 | Crates for first 50 mtrs. |
| 92 | for every additional 50 mtrs |
| 93 | Boulders for first 50 mtrs. |
| 94 | for every additional 50 mtrs or past thereof |
| 95 | 40mm Agg. Forist 50 mtrs |
| 96 | for every additional 50 mtrs or part thereof |
| 97 | 20mm/Sandfor first 50 mtrs |
| 98 | for every additional 50 mtrs or part thereof |
| 99 | Bags for first 50 mtrs. |
| 100 | for every additional 50 mtrs or part thereof |
