|
| 1 | (12.6)Providing and fixing of reinforced Ferro-Cement drain covers designed for \"AA\" class loading duly marked on cover with adequate steel einforcement 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. |
| 2 | (12.6.2)Standard Size 1000x800mm (100mm thick) for span 451 to 700mm |
| 3 | (12.6.3)Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm |
| 4 | (12.6.4)Standard Size 2100x500mm (150mm thick) for span 1201 to 1500mm |
| 5 | (4.10.1.1)Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m |
| 6 | (21.1.8)Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 7 | (22.1.1)Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete. |
| 8 | (23.19.6)Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all omplete. Thermo-Mechanically Treated bars. |
| 9 | (29.26.2)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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 10 | (21.1.2)Providing and laying in osition cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 11 | (13.2.2)Random rubble stone masonry work in cement mortar with mechanical mixer in foundation (at any level) complete as per drawing and technical specification and as per clause 1000 and 1400 of MoRT&H specification including all scaffolding material,labour, machinery but excluding pointing and plastering.In cement mortar 1:4 (1 cement : 4 coarse sand) |
| 12 | (32.2.2)Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement : 6 fine/ coarse sand) |
| 13 | (12.7.1)Providing and fixing stone slab covering of required size over drains including filling of joints with cement sand mortar 1:3 omplete as per direction of Engineer-in-charge.Average thickness 40 to 50 mm |
| 14 | (23.1.2)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 : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 15 | (12.4.5)Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for \"AA\" class loading as per IRC specifications including the effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal sizes. The work includes required safety measures, construction of drain for diversion of flowing water, cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur etc. complete in all respect as per specifications Size 1.25 M x 1.25 M |
| 16 | (2.4.2)Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure omprising 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.Cement Concrete Grade M-15 and above and PCC blocks |
| 17 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth 10.00 km |
| 18 | Desilting of covered nala/covered drain(which will incude continues covering for 5 mtr& above length at a stretch)including removing of stone patties,ferro cement drain covers,deismantling of existing cc flooring etc & replacing the same(without mortar & C & C etc)after desilting of nallah.specing of opening should not be more than 5mtr.or as per direction of engineer in charge with lead upto 50 mtr & all lift complete in all respect. |
| 19 | Desilting of open Nallah open drain(which will include continues covering of less than 5mtr.Att a stretch)as per direction of engineer in charges with lead upto 50 mtr & all lift comlete in all respect. Please Enable Macros to View BoQ information |
