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| 1 | Rough Excavation over areas n.exc. 1.5M deep and getting out as in loose/soft soil all as specified and directed. |
| 2 | Excavation over areas n.exc. 1.5M deep and getting out as in loose/soft soil all as specified and directed. |
| 3 | M&L Cement concrete Type C2 1:3:6 (40mm graded aggregate) in foundations, filling and mass concrete all as specified and directed. |
| 4 | M&L RCC M-30 grade (Nominal Mix) using 20mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases for coloumns, etc basement slabs, under-reamed piles and mass concrete complete all as specified and directed. |
| 5 | M&L RCC M-30 grade (Nominal Mix) using 20mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness, above top of footing including attached pilasters and buttresses complete all as specified and directed. |
| 6 | M&L for use and removal of steel form work to sides of concrete foundations, footings, rafts and raft beams sides and soffits of foundation and plinth beams and similar work for flat surface complete all as specified and directed. |
| 7 | M&L for use and removal of steel form work to faces of walls retaining walls, abutments, parapets and like for flat rough finished surface complete all as specified and directed. |
| 8 | M&L for use and removal of steel form work to faces of walls retaining walls, abutments, parapets and like for flat fair finished surface complete all as specified and directed. |
| 9 | M&L for TMT bars 10mm dia and over cut to length, bent to shape required incl cranking, bending, spirally for hooping for columns, hooking end and binding with and incl mild steel wire not less than 0.9mm dia or securing with clip quality confirming to deformed or twisted bars all complete all as specified and directed. |
| 10 | M&L for TMT bars 6 to 8mm dia, bent to shape required incl cranking, bending, spirally for hooping for columns, hooking end and binding with and incl mild steel wire not less than 0.9mm dia or securing with clip quality confirming to deformed or twisted bars complete all as specified and directed. |
| 11 | M&L Boulder filling dry, handpacked tightly, as in wire crate apron bunds (Wire crate measured separately) complete all as specified and directed. |
| 12 | S & F PVC pipe 110mm dia as in weep holes complete all as specified and directed. |
| 13 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. |
| 14 | Back filling of Moorum/Soil in reataining wall or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed. |
| 15 | Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and directed. |
| 16 | M&L Precast cement concrete block masonry with solid block, exc 10 cm in width in PCC type C-1, (1:3:6) (using 20 mm graded stone aggregate) set in CM (1:6) complete all as specified and directed. |
| 17 | M & L for rendering 15 mm thick in cement mortar (1:4) on concrete or brick masonry surfaces and finishing the top surface even and fair complete all as specified and as directed. |
| 18 | Material and labour for cement concrete (1:3:6), type C1 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed., including necessary form work complete all as specified and as directed. |
| 19 | Rolling and consolidating formation surfaces in cutting using roller of 02 to 05 tonne complete all as specified and directed. |
| 20 | M&L 150mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and directed. |
| 21 | M & L for Plain cement concrete 1:4:8, Type D2, (using 40mm graded stone aggregate), 150 mm thick in sub-base concrete to pavement complete all as specified and directed. |
| 22 | M & L for Plain cement concrete 1:2:4, Type B-1, (using 20mm graded aggregate), 100 mm thick in sub-base concrete to pavement complete all as specified and directed. |
| 23 | Sofa Set 5 seater : All as per drg, the timber in all around shall be first class hard wood teak, the cushions shall be made out of PU foam of min 40 Density of approved make and covered with tapestery cloth of approved quality, pattern and colour before incorporating in work. The frame shall be polished after preparation of surfaces with two or more coats of brown coats of brown / walnut colour Melamyne polish with spray machine as per the requirement to its glossy look rest all as shown on drg and as directed by Engineer-in-Charge. (FD/MAP-II/02). |
| 24 | Table computer : Overall size of the top shall be 900mm long and 561.20mm wide and 750mm height. All HDF board used in manufacturing of top, shelves, draweres, tray shall be 17/18 mm thick prelaminate MDF board pull out on telescopic channels with 25mm square MS pipe 18 gauge. All wood surfaces shall be french polished with high gloss finish and MS pipe with black paint. Rest all as per drg. (FD/E6/MAP/03). |
| 25 | Chair computer : The base pedestal assembly of chair computer shall be of dia 700mm and 1060mm high. The pedestal assembly shall be provided with injection moulded in black 30% glass filled nylon. A 10.5mm dia forged bright zinc plated MS castor pin is of press fitted into each prong for holding the castors. The seat and back of the chair computer shall be made of 12mm thick hot pressed plywood upholstered with fabric and moulded polyurethane foam. The back form shall be designed with contour lumber support for extra comfort with PVC lipping all round. The back rest shall be adjustable and consist of drop lift mechanism and shall be adjusted in the insert. It shall be scratch and weather resistant. Rest all as shown on drg and as directed by Engineer-in-Charge. (FD/E6/MAP/01). Please Enable Macros to View BoQ information |
