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| 1 | Road Work -A Earth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20cm layers including ramming & dressing the surface to required level & slopes and also including 1.50M lift and 30 M lead the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 Mtr. distance as directed by E/I.(Excluding Royalty & GST) SI No. 253 |
| 2 | Cartage of earthand dismantled brick/cc/Rcc at a distance of 5.0 Km. from site including loading and unloading but excluding stracking on puccka road. SOR(231A/2018) |
| 3 | Providing and laying Spreading and Compaction of graded Stone agg.. GSB including etc. all complete |
| 4 | Providing and laying Spreading and Compaction oflocal sand etc. all complete. |
| 5 | Supply and fixing of 80mm thick Zig-Zic shaped Mechanically compressed interlocking cement concrete paver blocks manufactured by high pressure & controlled vibration machine having plan and dimension 200 x (160+120mm) with minimum 5mm thick lopping of DP cement mixed with 25% marble powder. The compressive strength of concrete paver shall not be less than 30Mpa, including cost of all materials, labour,T&P etc required for proper completion of work as directed by engineer in charge without base of 50mm thick local sand. |
| 6 | M-150 Brick work in 1:4 (1 Cement & Four fine sand of 1.25 F.M.) mortar in and brick work in foundation and plinthincluding supply of all materials, labour & tools & plants etc. required for proper completion of work One brick thick wall. (SI. No. 305) |
| 7 | Drain work Part-B Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 metre and lead upto 30 mtr. including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation, trenches or into the plinth and removal & disposal of surplus earth as directed by the Engineer in-charge upto a distance of 30m from the foundation trenches. (SI. No. 251/2022) |
| 8 | Cement Concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of all work. (Sl. No. 281/2022) |
| 9 | M-150 Brick work in 1:4 (1 Cement & four fine sand of 1.25 F.M.) mortar in foundation including supply of all materials, labour & tools & plants etc. required for proper completion of work. (SI. No. 305/2022) |
| 10 | Cement Concrete in 20 mm gauge stone grit, coarse sand & cement in 4:2:1 including supply of all material labour T&P complete of all work. (Sl. No. 279A/2022 |
| 11 | 12mm thick cement plaster 1:4 with cement and fine-sand mortar including all materials, labour T&P etc required for proper complete of the work. (SI. No. 13.11C New Item/2022) |
| 12 | RCC works with cement approved coarse sand and 2cm gauge approved stone grit in the proportions 1:2:4 in lintels of door and windows excluding supply of reinforcement and its bending but excluding its fixing and binding the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour T&P etc. required for proper completion as per direction of E/I.(SI. No. 283/2022) |
| 13 | M.S. or Iron work in Plain work such as RCC or R.B. work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorized overlapping shall be measured and including cost of binding wire. (SI. 504/2022) |
| 14 | Water Line Part-C Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 metre and lead upto 30 mtr. including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation, trenches or into the plinth and removal & disposal of surplus earth as directed by the E/I upto a distance of 30m from the foundation trenches. (SI. No. 251/2022) |
| 15 | Supply of 110 mm dia PVC pipe including all complete. (PDA Approved Rate) |
| 16 | Supply and laying of 25mm. GI Pipe Class B with fitting etc. all complete. |
| 17 | Making plot connection (for water line) with necessary fitting like ferul, clamp, labour but excluding PVC pipeetc. all complete. |
| 18 | Providing and fixing of 150mm dia sluice valves with cap, nut bolt, rubber etc. all complete. |
| 19 | Construction of sluice valves chamber (0.60X0.60X0.50)etc. all complete. |
| 20 | Making connection with existing water line ete .all complete. |
| 21 | Sewer WorkPart-DExcavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 metre and lead upto 30 mtr. including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation, trenches or into the plinth and removal & disposal of surplus earth as directed by the Engineer in-charge upto a distance of 30m from the foundation trenches excludingGST. (SI. No. 251/2022) |
| 22 | Cement Concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of all work. (Sl. No. 281/2022) |
| 23 | Cement Concrete in 20 mm gauge stone grit, coarse sand & cement in 4:2:1 including supply of all material labour T&P complete of all work. (Sl. No. 279A/2022) |
| 24 | construction of Mane hole size (1.0.1X1.20X1.50) internal size as per specified design & drawingand specification approved by PDA an perdirection of E/I. etc. all complete. |
| 25 | Additional or subtraction of manhole shaft (1.00x1.20)M as per given design and drawing approved by PDA as per direction of E/I. |
| 26 | Construction of chamber of 0.60X0.6090 Size of as perspecified design & drawingand specification approved by PDA an perdirection of E/I. etc. all complete. |
| 27 | Additional or subtraction of Chamber shaft (0.60x0.60)Mfor 1.00m. as per given design and drawing approved by ADA as per direction of E/I. |
| 28 | making conection of drain or sewer line with existing manhole including breaking in to and making god the wall floors with cement concrete 1:2:4 mix cement plastered on both sides with cemen mortar 1:3 Cemen and C-sand finished with a floating coat of neat cement amd making necessary channels for the drain etc. all complete . |
| 29 | Providing and laying non pressure NP2 class hume 300mm dia pipe with caller joints with staff mixture of cement morth in proportion of 1:2 (1 Cement:2sand) RCC hume pipe. As per direction of E/I.150mm dia) |
| 30 | Providing and laying non pressure NP2 class hume 150mm dia pipe with caller joints with staff mixture of cement morth in proportion of 1:2 (1 Cement:2sand) RCC hume pipe. As per direction of E/I.150mm dia) |
