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| 1 | Cutting in earth work in all classification of soil such as pick work, Jumper work, jumper blast, blasting and hard blasting by chiselling including saturated soil stacking the serviceable and un-serviceable material separataly and disposing of surplus unserviceable execavated earth up to all leads and lifts as per direction of the Engineer-in-Charge at site. |
| 2 | Excavation in foundation trenches etc. in earth work in all classification of soil such as pick work,jumper work saturated soil including balling out of water,blasting soft/hard rock or chiselling, soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring,strutting, planking,timbering and dewatering where ever required, stacking the useable/serviceable materials/soil separately and returning the useable soil in 15cm layer including consoildating of each deposited layer by ramming and watering and then dispositing of all surplus excavated soil useable material as directed with in all leads and lifts including restoration of unmentalled surfaces to its original condition and including cost of diversion for traffic night signals,fixing caution boards,crossing over trenches for access to houses fencing etc. complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge at site. |
| 3 | Excavation in earth work in all classification of soil and disposal of excavated earth upto a lead 20 mtrs and lift up to 1.50 mtrs disposed earth to be levelled and neatly dressed with in all leads and lifts. |
| 4 | Providing and laying cement concrete 1:4:8 (1Cement :4 sand:8graded stone agg. 40mm nominal size.) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts. |
| 5 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm .so as to give a fair finish including centring ,shuttring ,strutting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu-reinforced concrete and plain concrete work in:- Vertical surfaces such as walls (any thickness) partitions and the like iincluding attached pillasters,buttersses,plinth and string courses and the like with in all leads and lifts. |
| 6 | Flates surfaces such as softs of suspended floor,roofs landing and the heights up to 200mm in Thickness with in all leads and lifts. |
| 7 | Providing and laying cement concrete 1:3:6 (1Cement:3Sand:6 Graded stone agg. 40mm Nominial size) excluding cost of centering and shuttering in foundaion and plinth with in all lead and lifts. |
| 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 inculding all leads and lifts as per direction of Engineer-in-Charge at site. |
| 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) inculding all leads and lifts as per direction of Engineer-in-Charge at site. |
| 11 | Providing and laying cement concrete 1:3:6 (1Cement:3Sand:6 Graded stone agg. 40mm Nominial size) excluding cost of centering and shuttering in foundaion and plinth with in all lead and lifts. |
| 12 | Providing and laying cement concrete work 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in inculding all leads and lifts as per direction of Engineer-in-Charge at site (i ).Suspended floor roofs,landing and shelves and their supprot balconies ,beams,girders, bressumers and contilever upto floor two level |
| 13 | 20mm thick cement Plaster in single coat on rough side of brick/stone masonary for internal plastering up to floor two level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortor 1:3 (1cement :3 sand) with in all leads and lifts. |
| 14 | RCC Smooth finishing of the exposed surface in CM 1:3 (1Cement:3Sand) in all leads and lifts. |
| 15 | Providing and Laying mild steel/tor steel reinforcement for RCC work including bending , binding and placing in psotion complete upto floor two level inculding all leads and lifts as per direction of Engineer-in-Charge at site. |
| 16 | Providing and Laying Cement Concrete 1:5:10 (1 Cement:5 Sand:10 Graded stone aggregate 40mm Nominal size) with 15% plum and curing complete excluding cost of form work is retaining walls/breast walls,the size of plums shall usually be 150mm to 300mm as per HPPWD specification with in all leads and lifts. |
| 17 | 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. |
| 18 | Providing fixing Wheel valve (with hand wheel) |
| 19 | Laying in trenches GMS /MS tubes (L/M class) tube fitting (earth work in trenches to be measured & paid for separely) Inlet & overflow pipe etc. 32mm |
| 20 | Outlet & overflow pipe etc. 50mm |
| 21 | 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.RD 00 to RD 2000 (HDPE Pipe 32mm (PN -80,PE-10) |
| 22 | Providing and Fixing GI Fitting HDPE pipe |
| 23 | GI Nipple 25mm dia |
| 24 | GI Elbow 25mm Dia |
| 25 | Union 25mm dia |
| 26 | Gate valve 25mm Dia |
| 27 | 1.80 High Fencing 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. |
| 28 | Steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat of read lead paint. Fixing of MS Gate (angles) with in all leads and lifts. Please Enable Macros to View BoQ information |
