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| 1 | Construction of New Rain Water Harvesting at Old District Hospital Campus Lalitpur, District Lalitpur (U.P.) |
| 2 | RAIN WATER HARVESTING (04 NO.) RECHARGE PITS Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. In all kind of soil upto 1.5m depth |
| 3 | In all kind of soil upto 1.5m to 3.0m. depth |
| 4 | In all kind of soil upto 3.0m to 4.5m. depth |
| 5 | In all kind of soil upto 4.5 m to 6.0m. depth |
| 6 | Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 7 | Class M-150 brick work in 1:4 cement coarse sand mortar in foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. |
| 8 | Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. |
| 9 | Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 10 | 12mm cement plaster on rough side of single or half brick wall mix 1:3 (1 cement : 3 Coarse sand) |
| 11 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar |
| 12 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter |
| 13 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. Drilling of 300mm dia bore hole manually. |
| 14 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia |
| 15 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 16 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 17 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. |
| 18 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 19 | DESILTING CHAMBER Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. In all kind of soil upto 1.5m depth |
| 20 | In all kind of soil upto 1.5m to 3.0m. depth |
| 21 | Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 22 | Class M-150 brick work in 1:4 cement coarse sand mortar in foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. |
| 23 | Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. |
| 24 | Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 25 | 15mm cement plaster on rough side of single or half brick wall mix 1:3 (1 cement : 3 Coarse sand) |
| 26 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar |
| 27 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter |
| 28 | DRAINAGE NETWORK Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depth Pipes 80 mm to 300 mm diameter |
| 29 | Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. 150 mm. dia. RCC Pipes |
| 30 | 250 mm. dia. RCC Pipes |
| 31 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150 mm. dia. |
| 32 | 250 mm. dia. |
| 33 | a) Inside size 60x60 cm & 90 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg. |
| 34 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line |
| 35 | Extra for depth for manholes: Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 |
| 36 | Inside size 90x120cms and 90cms deep including CI cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58kg). With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line |
| 37 | Extra for depth for manholes: Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 |
| 38 | Providing orange colour safety foot rests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 39 | Constructing brick masonary open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design: Drain 300 wide average. Depth 45 cm with R.C.C. slab |
| 40 | Drain 450 wide average. Depth 45 cm with R.C.C. slab |
| 41 | Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work) 65mm nominal bore. (drainage pump discharge pipe) |
| 42 | Supply, installing, testing and commissioning of non clog submersible type drainage / dewatering pumpset Product Type: SUBMERSIBLE DRAINAGE PUMPProduct ConfigurationPump Classification: Standard PumpComponent MaterialsVolute Material: Cast Iron FG 260Impeller Material: Cast Iron FG 260Shaft Material: S.S AISI 410Seal Material: Carbon/Ceramic/NBR/S.S 304Motor SpecificationsPhase: 3Voltage: 380-415VCable Length: Standard - 5 metresCable Length: Additional - 0 metres: 0Pipework ConnectionFloat Switch: With Float SwitchSolids Diameter LimitMaximum Solids Diameter: 10 mm Flow Rate = 205 LPM Each Pump Head = 9m Each Pump Set Detail = 1W+1S ( 4No. for LOWER GROUND , 1No. in UGT, 2No. in Ramp ) |
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