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| 1 | Excavation in foundations in all kinds of soil such as pick work ,jumper work, blasting hard or soft rock chiseling where blasting is prohibited or saturated soil , lift upto 1.50 mtr stacking the excavated soil not more than 3.00 mtr clear from the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundation consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-Charge. |
| 2 | Providing & laying cement concrete 1:4:8 (1cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth. |
| 3 | Providing & laying cement concrete1:1.5:3 (1cement :1.5 sand : 3 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- (a) Foundation,footing,bases of columns and the like & mass concrete. |
| 4 | b) Wall(any thickness but notless than 0.1 mtr. Thickness) from top of foundation level up to floor twolevel. |
| 5 | Providing & laying cement concrete 1:2:4 (1cement : 2 sand : 4graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth :- c) Flat Slab(any thickness but notless than 0.1 mtr. Thickness) from top of foundation level up to floor twolevel |
| 6 | Providing form work with steel plage 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering, shuttering, strutting and propping etc with wooden battens and ballies, height of propping and centring below supporting floor to celing not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete & plain concrete work in:- |
| 7 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like with in all leads and lifts. |
| 8 | Flat surfacesuch as soffit of suspended floors,roofs,landing and the likes flooresetc. Upto 20 cm in thickness with all lead and lifts |
| 9 | Providing tor steel reinforcement for RCC work including bending, binding,and placing in position complete up to floor two level @90 kg per cum |
| 10 | Providing , Laying & Joingting and testing in trenches HDPE PIPIE (earth work in trenches to be measured and paid for separately complete with in all leads and lifts to the entire satisfaction of the Engineer-in-charge. |
| 11 | HDPE PIPE 32MM ( PN-8, PE-63) |
| 12 | Providing and fixing cast iron sluice valve (IS14846:2000) |
| 13 | 80 MM Nominal Bore |
| 14 | Cutting in earth work in all kinds of soils such as saturated soil, pick work jumper work hard or soft rock etc. or any mixed classification of soil in all heights and depths. |
| 15 | Providing and Laying cement concrete 1:5:10 (1 cement: 5 sand:10 stone aggregate 20mm nominal size and curing complete excluding the cost of Formwork in R/walls/Breast walls the size of plum shall be 150mm to 300mm as per HPPWD Specification with in all leads and lifts as per Direction of Engineer in charge.). |
| 16 | Protection work for Filter media R/wall & B/Wall |
| 17 | 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. |
| 18 | Providing in RCC work smooth finishing o the exposed surface with cement mortar 1:3 (1 cement : 3 sand) |
| 19 | Steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of read lead paint. |
| 20 | Providing Laying Trench GMSMS Tubes (L/M Class) 80mm dia |
| 21 | Providing and fixing CI manehole cover with frame size of 560mm internal dia (Medium duty) |
| 22 | Providing and Fixing Sluice valve 80mm dia CI Surface box 100mm top dia 160mm Bottam Dia |
| 23 | Providing and fixing CI manehole cover with frame size of 500mm internal dia (Medium duty) |
| 24 | Precast concrete block masonry in partitions wall 10cm thick with solid blocks of approved size made of cement concrete 1:3:6 in 1:3 |
| 25 | Providing and placing in horizontal layers filtering media duly graded, screened, washed and cleaned as specified by the Engineer-in-Charge. |
| 26 | Top layer |
| 27 | Second layer |
| 28 | Third layer |
| 29 | Fourth layer |
| 30 | Bottam Layer Please Enable Macros to View BoQ information |
