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| 1 | (2.4) Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. |
| 2 | (2.4.1) Lime Concrete, cement concrete grade M-10 (1:5:10) and below |
| 3 | (2.4.2) Cement Concrete Grade M-15 and above and PCC blocks |
| 4 | (12.6) Providing and fixing of reinforced Ferro-Cement drain covers designed for \"AA\" class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. |
| 5 | (12.6.1) Standard Size 600x800mm (75mm thick) for span 300 to 450mm |
| 6 | (12.6.2) Standard Size 1000x800mm (100mm thick) for span 451 to 700mm |
| 7 | (12.6.3) Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm |
| 8 | (12.7) Providing and fixing stone slab covering of required size over drains including filling of joints with cement sand mortar 1:3 complete as per direction of Engineer-in-charge. |
| 9 | (12.7.2) Average thickness 40 to 50 mm |
| 10 | (21.1) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level |
| 11 | (21.1.2) 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 12 | (21.1.7) 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 13 | (22.1) Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : |
| 14 | (22.1.1) Foundations, footings, bases of columns, etc. for mass concrete. |
| 15 | (23.1) Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : |
| 16 | (23.1.2) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 17 | (23.19) Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. |
| 18 | (23.19.6) Thermo-Mechanically Treated bars |
| 19 | (25.1) Random rubble masonry with hard stone in foundation and plinth : |
| 20 | (25.1.1) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 21 | (29.26) Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required |
| 22 | (29.26.2) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 23 | (32.3) Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar |
| 24 | (32.3.3) 1:6 (1 cement : 6 fine/ coarse sand) |
| 25 | (1.1) Carriage of Materials by mechanical transport including loading, unloading and stacking :: |
| 26 | (1.1.3) Stone, boulders, gravelly materialBeyond 5 Km upto 10 Km. per Km(.rate 239.78+5*19.12) |
| 27 | (MR) Desilting of covered nallah/drain (which will include continious covering for 5mtrs and above length at a stretch) including removing of stone patties ,ferro cement drain covers,dismantling of existing cc flooring etc. and replacing the same ( without mortar and cc etc.)after desilting of nallah . Spacing of opening should not be more than 5 mtr or as per direction of Engineer in charge with all lead and lift complete in all respect. |
| 28 | (MR) Desilting of open nallah, open drain (which will include continious covering of less than 5mtrs at a stretch) as per direction of Engineer in charge with all lead and lift complete in all respect. Please Enable Macros to View BoQ information |
