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| 1 | Cutting in earth work and disposal of excavated earth work up to lead 20 meters in all kinds of soil such as pick work, jumper work, blasting work, chiselling work soft/ hard rocks where blasting is prohibited in all leads and lifts. |
| 2 | Excavation in foundations trenches etc. (for pipes and pits ) upto all depths in all kinds of soil such as pick work,jumper work, blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of sides levelling of bed to correct excavation and returning the stacked soil after laying jointing and testing of G.I.Pipes /HDPE Pipes etc in trenches in 15 cm. layers including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting/timbering and dewatering where ever required including restoration of un-metalled/metalled paved surface of its original conditions including cost of diversion for traffic night signals fixing caution Boards and fencing etc.complete in all respects. |
| 3 | Laying , jointing and testing of HDPE pipes (confirming to IS 4984-2016)in proper position by butt fusion joiting procedure including hydraulic testing as per revevent IS code complete with all material of jointing prodedure like butt fusion welding machine with hydraulic jack including all fitting and accessories e.g.coupling, Tees, bends reducer, screwes,adopters, flabged, tall pieces etc. omplete in all respect and in all leads and lifts. |
| 4 | HDPE 225mm dia PE-80-PN-6 |
| 5 | Laying,jointing and testing in trenches GMS tubes (medium grade) tube fitting such as bends, tees, air valves,unions and collars etc. as per direction and to the entire satisfaction of the Engineer-In -Charge. (Earth work in trenches to be measured and paid for separately ). |
| 6 | 150mm dia (MG) |
| 7 | Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 40mm nominal size) excluding cost of centring & shuttering in foundation and plinth. |
| 8 | Providing and laying cement concrete 1:1½:3 (1 cement: 1½ sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in. |
| 9 | Foundation footings bases of columns and the like and mass concrete. |
| 10 | Walls (any thickness but not less than 0.1m) including attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level) |
| 11 | Suspended floors, roofs, landing and shelves and their support, balconies, beams, girders, bressumers and cantilever upto floor two level. (Cast in situ) |
| 12 | Providing and laying no fine cement concrete 1:6 (1 cement: 6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in. |
| 13 | Foundation and plinth, walls etc. |
| 14 | Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain conrete work in. |
| 15 | Flat surfaces such as soffits of suspended floors, roofs, landings & the like. (Floors upto 200mm th.) |
| 16 | Vertical surfaces such as walls (any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and the like. |
| 17 | White washing with lime on undecorated wall surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt, dust, mortar dirt and other foreign matter. |
| 18 | Providing mild steel/tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level. |
| 19 | Providing and laying in retaining wall and breast wall 10.0Kg/cm2 working pressure unplasticized PVC pipes (confirming to IS 4985-1968) to make deep holes complete including making good the walls |
| 20 | 100mm dia. |
| 21 | Providing and laying cement concrete 1:5:10 (1 cement:5 sand: 10 crushed stone aggregate 40mm nominal size ) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. |
| 22 | Providing and laying cement concrete 1:4:8 (1 cement:4sand:8 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts and to the enitre satisfaction of Engineer-in- charge. |
| 23 | Providing and laying cement concrete 1:2:4(1cement:2sand:4graded crushed stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced work in:- Foundation and plinth |
| 24 | Bolder soaling under floor |
| 25 | Providing CC Lining 15 cm. thick or less in C.C.1:3:6. |
| 26 | In Bed |
| 27 | In Slope |
| 28 | 40 mm thick cement conc. Flooring 1:2:4 ( 1 cement : 2 sand : 4 graded stone agg. 20 m.m nominal size) laid in one layer finished with a floating coat of neat cement. Please Enable Macros to View BoQ information |
