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| 1 | Hume Pipe- E.W in Excavation in foundation trenches in ordinary soil( loam, clay or sand ) I/C ligt up to l.50m lead up to 30m & I/C filling, watering & ramming of excavated earth in to trenches or in to the space between trenches or in to the plinth and removal and disposal of Surplus earth as directed by the engineer in charge up to a distance of 30m from the foundation trenches.( Chapter_4_Item_1) |
| 2 | Providing and Laying cement concrete 1:6:12 (1 cement :6 coarse sand : 12 graded stone aggregate 40mm nominal size) and curing complete including cost of from work in found ation & floors. (Fine sand not less than in 1.25 FM) (Chapter_5_Item_1FZB) |
| 3 | Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in Foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (Chapter_6_Item_2) |
| 4 | 12mm thick Cement plaster in single coat on fair side of single or half brick wall interior plastering upto floor two level including internal rounded angle schamfers, and rounded angles not exceeding 80mm in grit hand finished even and smooth. 1 Cement : 4 coarse sand. (Chapter_13_item_1) |
| 5 | Providing and laying cement Concrete in 1:2:4 of not less than strength of M15 stone ballast (20mm. normal size) approved coarse sand and cement, curing complete, including cost of form work in foundation and floors. But with 2cm Nominal size stone gritin stead of 4cm stone ballast. (Chapter_5_item_6) |
| 6 | Laying and fixing of 350mm dia N.P.-3 Hume pipe (Socket Hume pipe) including cost of Material etc in proper position as directed by E/I including cartage of pipes/collars upto 100km distance including cost of pipes etc (AOR) |
| 7 | Providing & fixing & Hosting of Reflective Signs with a corrosion resistant 4mm thick aluminium compsite panel face to be fully covered with sheeting type IV as per IRC-67:2010 retro reflective sheeting with MS angle frame of 35x35x5mm of MS pole 100mm dia meter with wall thickness of 7.1mm weighing 20kg/m as per drawing even as per the colouring scheme as show in the drawing. (Rate Sanction as per Estimate) |
| 8 | Maintenance of bituminous surface road and gravel or WBM road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop standing tree at adjacent to road wherever cutting of branches of tree, shurb and trimming of grass and weeds etc mentioned in GO No. 55 12022 /187/23-9-2022-02 Nabard / 2021 Dt 28.04.20022 & Enc lettere no 14 BDD-1 (NH)/40 MT-11/ 2024dated 03.01.2024 subjected to approval from Govt. Maintainance of first Year (@ 0.00% of Total Work Amount of PC + Hume Pipe Area) |
| 9 | Maintainance of Second Year (@ 0.75% of Total Work Amount of PC + Hume Pipe Area) |
| 10 | Maintainance of Third Year(@1.50% of Total Work Amount of PC + Hume Pipe Area) |
| 11 | Maintainance of Fourth Year (@2.25% of Total Work Amount of PC + Hume Pipe Area) |
| 12 | Maintainance of Fifth Year (@3.00% of Total Work Amount of PC + Hume Pipe Area) |
| 13 | Interlocking/C.C. Area:- Granular Sub-Base with Coarse Graded Material (Table:- 400.1) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 14 | Water Bound Macadam (22.4-53) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100kn in stages to proper grade and camber, appling and brooming stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. gradding-3 as per technical specification MORD clause 405(3A) |
| 15 | Supply & Laying of I shaped precast Interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 80 mm (Rubber molded) (Chapter_20_Item_14D) |
| 16 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift. the earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge (Carted Earth Beyoned 02 Km.) (AOR) |
| 17 | Class-150 (Non Modular) brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (Chapter_6_Item_1) |
| 18 | Providing and laying cement Concrete in 1:2:4 of not less than strength of M15 stone ballast (20mm. normal size) approved coarse sand and cement, curing complete, including cost of form work in foundation and floors. But with 2cm Nominal size stone gritin stead of 4cm stone ballast. (Chapter_5_item_7) |
| 19 | Maintainance of First Year (@0.00% of Total Work Amount of Interlocking/C.C. Area) |
| 20 | Maintainance of Second Year (@ 0.25% of Total Work Amount of Interlocking/C.C. Area) |
| 21 | Maintainance of Third Year(@0.50% of Total Work Amount of Interlocking/C.C. Area) |
| 22 | Maintainance of Fourth Year (@0.75% of Total Work Amount of Interlocking/C.C. Area) |
| 23 | Maintainance of Fifth Year (@1.00% of Total Work Amount of Interlocking/C.C. Area) Please Enable Macros to View BoQ information |
