|
| 1 | Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually |
| 2 | C/o Roads, culvert and streetlight sekey colony Narba colon, Abotani colony E-sector, Itanagar. |
| 3 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 4 | Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 5 | Cement Concrete PavementConstruction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation ncluding provision of contraction, expansion, onstruction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. |
| 6 | SH- Drain ABS |
| 7 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 8 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 9 | Centring and shuttering including strutting proping etc. and removal of form work for: a) Footing in foundation |
| 10 | b) For walls |
| 11 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 12 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 13 | Reinforcement of RCC work including bending, binding and placing in position complete.(b) Tar/TMT stee |
| 14 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 15 | Neat cement punning |
| 16 | SH:Street Light |
| 17 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 18 | Re-filling excavation earth in foundation and plinth extra in 15 cm layer including ramming an watering etc. |
| 19 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 20 | Providing and laying in foundations and plinth cement concrete 1 : 2 : 4 (1cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 21 | Centring and shuttering including strutting proping etc. and removal of form work for: (a) Foundation and footing , bases of column etc and mass concrete. |
| 22 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). |
| 23 | Solar Panel (PV Panel) |
| 24 | Rechargeable Battery |
| 25 | LED Light (Lamp) |
| 26 | Charge Controller / Circuit Board |
| 27 | Light Sensor (Dusk-to-Dawn Sensor) |
| 28 | Motion Sensor (PIR) |
| 29 | Pole / Mounting Bracket |
| 30 | Casing / Housing |
| 31 | Wires & Connectors |
| 32 | C/o. 03 Nos of Borewells Narba Colony, Itanagar. |
| 33 | Ground water exploration (Drilling by DTH-200 Rig mechine with ODEX option bore-well size 5\\" (127 mm) and complete assembling with ERW casing pipe of size 128 mm ID and 142 OD and other required lubricants, accessories in the depth of approximately 100 mtr. |
| 34 | Provision for Jacket filter and other accessories(a) Jacket filter 80 mm dia and 3.00 mtr length each |
| 35 | (b) Packer assembly |
| 36 | © GI reducer 80 x 50 mm |
| 37 | (d) GI Socket 80 mm |
| 38 | (e) GI Nipple 50 mm dia |
| 39 | (f) End plug |
| 40 | Supplying and fitting 2 Horse power 1 pnase submersible pump made in cromption greaves discharge up to total head of 150 m with compartible to 40-50 mmdiameter pipe. |
| 41 | Supply of panel board with high quality |
| 42 | Supply of submersible cable 4 sqm copper |
| 43 | Supply of sfety wire |
| 44 | Supply of starter |
| 45 | Supply of GI pipe 40 mm x 3 mtr length filter with socket |
| 46 | Provision for 5\\" bore-well size capacity clamp (2 Nos ) with nut & bolt Please Enable Macros to View BoQ information |
