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| 1 | Earth work in excavation by manual means for foundation for pedestal over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and for all lift, as directed by Engineer-in charge. |
| 2 | Laying in position cement concrete for foundation for pedestal of specified grade excluding the cost of centring and shuttering - All work up to plinth level 1:2:4 (1 Cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 3 | Laying Coursed rubble masonry for pedestal foundation with hard stone in foundation and plinth with Cement mortar1:6 (1 cement: 6 coarse sand) |
| 4 | Brick work with common burnt clay nonmodular bricks of class designation 3.5 for pedestal in Cement mortar 1:4 (1 cement: 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer in charge of work. |
| 5 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport 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. |
| 6 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge |
| 7 | Finishing exterior walls of pedestal with Premium Acrylic Smooth exterior paint with Silicone additives of required shade new work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 8 | Laying Cement concrete work on the top of the pedestal, excluding cost of centering, shuttering, finishing and reinforcement for Pedestal 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources |
| 9 | Sinking of Borewell of 165mm dia upto 180m deep clear using super-fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burden upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) |
| 10 | Supplying Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary amendments and instructions of engineer incharge of work for 15 HP |
| 11 | Supply of ISI mark 175mm nominal bore, plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest amendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends. threaded conforming to IS 5541985 one end fixed with socket conforming to IS 42702001 and the other end with screwed pipes all shall be responsibly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty |
| 12 | Laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest amendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe around to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. |
| 13 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross-sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments as per direction of site incharge |
| 14 | Supplying for Indoor panel box including all accessories, Outdoor panel box including accessories, towards cost of special for installing submersible pump set (GI accessories like coupling, non-return value etc..) and Towards cost of installation charges of submersible pump set and connect with pipeline. |
| 15 | Laying fresh lime concrete for path way using 20 mm down size brick bhats with 1:2 ratio of including proper slope, fine finishing including curing etc. complete. |
| 16 | Laying factory made chamfered edge Cement Concrete paver blocks in footpath along and in between the pedestal. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. |
| 17 | Structures/sculptures shifting away from work place during the execution of work as per requirement and as per direction of site incharge |
| 18 | Structures/sculptures for installing the sculptures on pedestal as per requirement and as per direction of site incharge |
| 19 | Laying kerb stone around the three sides of the pedestal area ,factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer in-charge). |
