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| 1 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating Each deposited layer by lift upto 1.5 m |
| 2 | Earth work excavation by mechanical means (Hydraulic excavator) /Manual Means infoundation trenches or drains (not exceeding1.5m in width or 10Sqm on plan), including dressing of sides and ramming of bottom, lift upto 1.5m, including getting out the excavated soil and disposal of Surplus excavated soil as directed, within a lead of 50m - All kinds of soil |
| 3 | Providing and laying in position cement concrete of specified grade excluding the costof centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete upto plinth level. Thermo-MechanicallyTreated bars of grade Fe-500D or more |
| 6 | Providing and laying in position ready-mixed or site-batched design mix cement concrete for reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources; Portland Pozzolana / Ordinary Portland / Portland Slag cement; admixtures in recommended proportions as per IS: 9103 to accelerate/retard the setting of concrete and to improve durability and workability without impairing strength.The item includes pumping of concrete to the place of laying, curing, and carriage for all leads, but excludes the cost of centering, shuttering, finishing, and reinforcement, all as directed by the Engineer-in-Charge.Note:Extra cement up to 10% of the minimum specified cement content in the design mix shall be payable separately. In case the cement content in the design mix exceeds 110% of the specified minimum cement content, the contractor shall have the option to either redesign the mix or bear the cost of the extra cement.All works up to plinth level:Concrete of M25 grade with a minimum cement content of 330 kg/cum |
| 7 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 8 | Painting with synthetic enamel paint of approved brand and manufacture of requiredcolour to give an even shade : Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand and manufacture |
| 9 | Wiring for circuit/submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. 2 X 6 sq.mm + 1 X 6 sq.mm earth wire |
| 10 | Supplying and making end termination with brass compression gland and alumunium lugs for following sizes of PVC insulated and PVC sheathed/ XLPE alumunium conductor cable of 1.1 KV grade as required - 3.5x25 Sqmm |
| 11 | Laying one no PVC insulated and pvc sheathed/XLPE power cable of 1.1KV grade of follwing size direct in ground including excavation, sand cushioning, protective covering and refilling etc- upto 35 sq.mm |
| 12 | Service connection accessories L.T.1100V PVC aluminium aroumred UG cable with ISI mark.-3.5 core 25sqmm PVC armoured UG cable |
| 13 | Supply,installation,testing and commisioning of LED flood light 250W including all accessories |
| 14 | Supply, Installation, Testing & Commissioning of 12-meter-high GI polygonal high-mast pole with provision for mounting 6 luminaires, complete with motorized lantern carriage system and aviation lamp including all accessories |
| 15 | Supply and erection of 4.5 meter length GI pipe earthing for high mastpole with all necessary accessories |
