|
| 1 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. |
| 2 | Earth work in excavation of all kinds of soil by mechanical means (Hydraulic excavator)/ manual means 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 upto 50 m and for lift upto 1.5m, as directed by Engineer-incharge. |
| 3 | Supply and laying of clean, well-graded Tibba sand for earthwork in filling including spreading, leveling, watering, and mechanical compaction in horizontal layers not exceeding 200 mm loose thickness to achieve a minimum of 85% of Modified proctor Maximum Dry Density (MDD) all depth and locations as per direction of Engineer -in- Charge. |
| 4 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering, complete as directed by Engineer-in-charge. |
| 5 | Supplying, fitting and placing Fe-500 bar-TMT reinforcement (Min 415N/mm2) reinforcement in RCC works complete as per drawings and technical specifications for bars including over laps and wastage, where they are not welded including cost and conveyance of steel, binding wire etc., lifting charges of steel, placing in position, tying with binding wire, all tools etc., and overheads & contractors profit complete for finished item of works. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for Lintel, Beams, Plinth beams, girders ete. |
| 7 | Providing & laying RCC M25 Design Mix of specified grade exclude the cost of centering & shuttering all work at all levels as indicated in drawing including cost of mixing, placing, compaction, vibration, pumping, consolidation, curing complete, foundation, walls etc., with 20mm & down size metal at all levels as per drawing. (330 kgs of minimum cement content) |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 10 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 11 | Two coat Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. |
| 12 | Supply & fixing of structural steel - M.S Steel Insert plates, Angles, including caps, bases, splices etc. built-up from two or more beam or channel sections or angles with plates, including all lattice bars, stiffeners, gusset plates, kerb angles, channels and beams, etc at all levels as per drawing. The cost of providing gas cutting including gas bottles, welding machines, welding rods , all tools required etc is in the scope of contractor. |
| 13 | Supply & installation of pre-coated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal complete. Also the L-flashings, Corner trims and barge boards are to be carried out with similar sheeting complete. Similarly rain water gutter pipes to be made at alternate column bay on both sides integrating the existing trough. |
| 14 | Supply and fixing in position powder coated aluminum fully glazed windows of approved colour using Aluminum 3 track box section frame with top and verticle sides and for frame bottom using sliding shutters made out of aluminum sections, inside the h-section for top and bottom and plain section for ends including making window weathering seal proof and mounted in fibre wheels 2 nos for each shutter and fixed 5 mm thick plain float glass 1st quality with necessary PVC rubber beeding alround including providing 2 nos maruti lock cleat for window with 7.5mm thick aluminum grill and mesh as approved by the department @ 3.58/kg/m2 including cost and conveyance of all materials, labour charges for making, erecting in position etc., . gaps between wall and Al frame shall be closed with white cement, where ever required complete. Please Enable Macros to View BoQ information |
