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| 1 | Dismantlling lnterlocking tiles tiles work in floors/Roads lald in dry sand including stacking with 50 metre lead for thickness of tile 60mm to Bomm |
| 2 | Supply of road sweeper for cleaning. |
| 3 | Front end loader 1 cum bucket capacity (incl POL) with driver including P.O.L. |
| 4 | Tractor with trolley including P.O.L. |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.All kinds of soil. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) . |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 9 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources). |
| 10 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 11 | 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 and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (CH-4 Item No. 253(a)+231 SOR 2023-24) including a cartage of 8.00 km distance from out side to preposed site |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 13 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 14 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with mortar grader surface, mixing by mix in place method with rotavator at OMC, & compacting with vibratory power roller to achieve the desired density, complete as per clause Table - 400-2 S.N. 4.2 (C) MORT&H specification no- 401 grading size 53.00-26.50 mm @ 35 %, 26.50 - 4.75 mm @ 45 % and 2.36 mm & below @ 20 %. (Analysis rate) |
| 15 | Supply Laying of 80 mm I Shaped (Zigzag) rubber moulded gray 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. |
| 16 | Supply Laying of 80 mm I Shaped (Zigzag) rubber moulded coloured 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. |
| 17 | Providing and fixing PVC pipe conforming to lS make working pressure 6 Kg/SqCm incuding testing labour T&P and all complete fittinqs (A) 75 mm diameter |
| 18 | (C) 110 mm diameter |
| 19 | (D) 140 mm diameter |
| 20 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (A) 15 mm nonrinal dia pipes |
| 21 | (B) 20 mm nonrinal dia pipes |
| 22 | (C) 25 mm nonrinal dia pipes |
| 23 | Proving and Laying NP-3 pipe RCC concrete pipe for culvert on first class in slngle row including fixing socket with cement mortar \"l:2 but excluding excavation, protection works\" backfilling, concrete and masonry works in head walls and parapets Clause 2900. a) 350 mm dia Please Enable Macros to View BoQ information |
