|
| 1 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drainsand the like. |
| 2 | Providing, driving with hydraulic piling rigs with power units and installing driven cast- in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 400 mm dia. |
| 3 | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. |
| 4 | Providing and laying 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stoneaggregate 40 mm nominal size) |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone- III) derived from natural sources : 3 graded stoneaggregate 20 mm nominal size derived from natural sources) |
| 6 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping and hooks. |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes inCement mortar 1:4 (1 cement : 4 coarse sand) |
| 8 | Red Sand Stone work for lining, flooring etc. (veneer work) 30 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand) including camping, jointing in white cement mortar 1:2 (1 White Cement: 2 Stone dust) with an admixture of pigment matching the stone shade. |
| 9 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. |
| 10 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanicaltransport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. add extra above for 5 km carted earth. |
| 11 | Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. |
| 12 | Geosynthetic Drainage with two filtering nonwoven geotextiles having a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2 mm, with two filtering UV stabilized polypropylenenonwoven geotextile of minimum thickness of 0.75 mm having pores of 150 micron and tensile strength of 8.0 kN/m and having planeflow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure,tensile strength of 18 kN/m , with mass per unitarea of 740 gsm. |
| 13 | Survey work with total station method |
| 14 | Supply and fixing of display board etc all work |
| 15 | Supply and Laying GSB including all completion of work. |
| 16 | Construction of manehole size .60x.60x1.20 m including brick work in 1:4 CI seat rcc manehole cover etc all work |
| 17 | Providing desiel dewtering pump etc all work |
| 18 | For light including all fitting |
| 19 | Providing and Installation of Floating Aerator 2.00 Hp 12 Amp 50Hz for 110-125 sqft and 3.00-4.00 mtr. Depth for water circulation and maintain DO at bottom of pond as directed by Engineer-in-charge. |
| 20 | providing and Intalation of 1.5 hp submerible pump including all completion of work. |
| 21 | Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts |
| 22 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 23 | Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm. |
| 24 | Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth to be paid separately). |
| 25 | Carrigae of manure upto 5 K.M. |
| 26 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. |
| 27 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) |
| 28 | Supplying & Stacking of Selection No.1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. |
| 29 | Cutting of Hedge/Edge including removing of cut material, cleaning, hoeing of hedge/edge bed watering, manureing and applying insecticides and fungicides etc.(excluding the cost of material which shall be supplied by Per Sqm the department) and as per direction of officer in charge. |
| 30 | Aster Hybrid variety in different colour, well developed with fresh & healthy foliage in full bloom 25 to 30 cm ht., in 20 cm Earthen Pot/Plastic Pot. |
| 31 | Anemone hybrid (3 in one) variety well developed with fresh & healthy Flower in full bloom in 25 cm Earthen Pot/Plastic Pot. |
| 32 | Polyalthia pendula (Ashok Pendula) height 180-195 cm. in gunny bag size 30 cm |
| 33 | Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. |
| 34 | Cost for Pathway |
| 35 | Cost for drinking water with water cooler PVC Tsnk, R.O. & Shed etc. complete. |
| 36 | Cost for External Lighting with pole. |
| 37 | Cost for High Mast Light |
| 38 | Cost for Toilet Block |
| 39 | Victoria Bench. |
| 40 | Cost of Children Play Area |
| 41 | Contingency 2% |
| 42 | GST Please Enable Macros to View BoQ information |
