|
| 1 | Silt clearance of drains, channels and canals with lift 1.5 Mtr andlead up to 50 Mtr. |
| 2 | Providing and fixing Barricading at site of work for restricting thegeneral public using 80-100 mm dia Wooden Ballies as vertical postwith average spacing of 1.80 meter between two vertical posts,having height at least 1.5 m above road/ ground level and at least30-45 cm below road/ ground level by making suitable size hole inroad/ ground, providing and fixing two rows of 80-100 mm WoodenBallies as horizontal members with jute russies. Both vertical andhorizontal members shall be painted in red and white colour strips asper approved pattern as and when it becomes shabby but at leastafter every alternate shifting at new location. After shifting/ removalof barricading holes shall be filled up properly and site is to becleared in all respect. (Note: measurement is to be done in linearbasis) |
| 3 | Earth work in excavation in foundation, trenches etc. includingdressing of sides and ramming of bottoms, including getting out theexcavated material, refilling after laying pipe/ foundation anddisposal of surplus excavated material at a lead upto 50m suitablesite as per direction of Engineer for following depths, below naturalground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar,Depth upto 1.5 m |
| 4 | Random rubble dry stone Kharanja (soling) under floor. |
| 5 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinthlevel :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 6 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinthlevel :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 7 | Brick work with FPS bricks of class designation 75 in foundationand plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 9 | Cement plastering including T&P, scaffolding, material and completelabour, including cost of water, curing, racking of joints etc. with 12mm cement plaster of mix : including Providing /mixing of syntheticfibers compulsorily complying with IS 16481:2022 of 06 mm/12 mmlength to be mixed @ 0.25% by weight of Cement i.e. 125 gms per50 kg Cement up to 900 gms per cum of Concrete/ mortar.1:4 (1 cement : 4 fine/ coarse sand) |
| 10 | Providing and laying damp-proof course with cement concrete gradeM-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proofcompound complete as per specification . including Providing /mixing of synthetic fibers compulsorily complying with IS16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% byweight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms percum of Concrete/ mortar.50mm thick. |
| 11 | Providing and fixing stone slab covering of required size over drainsincluding filling of joints with cement sand mortar 1:3 complete asper direction of Engineer-in-charge.Average thickness 40 to 50 mm |
| 12 | 40 mm thick rubbed stone flooring over 20 mm (average) thick baseof cement mortar 1:5 (1 cement :5 coarse sand) with joints 3mmthick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust)admixed with pigment to match the shade of stone and pointing withsame mortar.Red sand stone |
| 13 | Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. |
| 14 | Providing and laying in position specified grade of reinforced cementconcrete excluding the cost of centring, shuttering, finishing andreinforcement - All work upto plinth level :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 15 | Centring and shuttering with plywood or steel sheet upto two stories( each story of height upto 3.5 metre from floor level) includingstrutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete. Please Enable Macros to View BoQ information |
