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| 1 | Excavation in earth work and disposal of excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed pick work & jumper work 50% each. |
| 2 | P/L CC 1:4:8 in complete curing |
| 3 | Prov. form work with steel shuttering so as to given an fair finish complete in all respect .(i) vetical wall |
| 4 | Flat surface |
| 5 | P/laying CC 1:1.5:3 in complete curing |
| 6 | surface |
| 7 | Prov. Tor steel RCC work complete in all respect. |
| 8 | 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 in Plinth |
| 9 | Providing and laying cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and rainforcement |
| 10 | in suspended floor roofs,landing and shelves and their supprot balconies ,beams,girders, bressumers and contilever upto floor two level |
| 11 | 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. |
| 12 | Foundation and plinth complete as pe the direction and to the entire satsifaction of the Engineer-in-charge. |
| 13 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm. so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete & plain concrete work in. |
| 14 | flat Surface such as soffits & suspended floor ,roofs ,landing and the like .Floor etc upto 200 mm in thickness. |
| 15 | Vertical surfaces such as walls (any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and the like. |
| 16 | providing RCC work Smooth finishing of the exposed surface with cement mortar 1:3 (1 cement :3 sand) & as per direction & to the entire satisfaction of the Engineer-in-charge. |
| 17 | Laying and Jointing Mild steel/Tor steel reinforcement for RCC work including bending ,binding and placing in position complete upto floor two level with in all leads and lifts. |
| 18 | manufacturing ,supplying & fixing of MS Man hole cover of size 60x60 cm Frame fixed with angle iron of size 40x40x5mm and top fixed angle iron 25x25x5mm with MS sheet 3.15 mm thick including cutting. |
| 19 | Providing fixing Wheel valve (with hand wheel) |
| 20 | Providing & laying in trenches GMS /MS tubes (L/M class) tube fitting (earth work in trenches to be measured & paid for separely) |
| 21 | Inlet & overflow pipe etc. 32mm |
| 22 | Outlet & overflow pipe etc. 50mm |
| 23 | Providing ,Laying & Jointing and testing in trenches HDPE Pipe (earth work in trenches to be measured and paid for separately complete with in all leads and lifts to the entire satisfaction of engineer -in-charge. |
| 24 | RD 00 to RD 200 (HDPE Pipe 25mm (PN -80,PE-10) |
| 25 | providing and Fixing GI Fitting HDPE pipe |
| 26 | GI nipple 25mm dia |
| 27 | GI Elbow 25mm Dia |
| 28 | Union 25mm dia |
| 29 | Gate valve 25mm Dia |
| 30 | 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. |
| 31 | providing & laying cement Concrete 1:5:10 (1Cement ;5 Sand:10 aggregate 20mm nominal Size and curring complete exculding the cost of form work in R/Wall/brest wall the size of plurn shall be 15mm to 300mm as per HPPWD Specification with in all leads and lifts as per Direction of Engineer-in- Charge.) |
| 32 | 1.80 High Fancing with 2.50mtr angle iron post 50x50x6mm thick 2.50mtr. c/c and horizontal lines and two diagonal lines of glavanised steel barbed wire (IS 278-1992) weight 9.33 Kg /100 mtr. complete in all respect with all leads and lifts. |
| 33 | MS Gate approx 90Kg Please Enable Macros to View BoQ information |
