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| 1 | Excavating over areas n exe 1.50m deep in hard and dense soil and getting out |
| 2 | Excavating over areasexe 1.50m deep and n exe 3.00min hard and dense soil and getting out |
| 3 | M&L for PCC 1:2:4, type B2 using 40mm graded stone aggregate as in foundations, filling and mass concrete, complete all as specified and directed. |
| 4 | Removing excavated soil exc 1.50 KM and n.exc 5 KM and depositing where directed at a level n.exc 1.50 M above the starting points all as specified. |
| 5 | Returning filling in hard/dense soil, incl spreading, levelling, watering and well ramming in layers n.exc 25cm, complete. |
| 6 | M&L M-30 Design mix using 20mm graded stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete |
| 7 | Use and waste formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter all as specified and as directed by engineer in charge. |
| 8 | Material & Labour for RCC M30 grade concrete (Design Mix -using 20mm graded stone aggregate) as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses |
| 9 | Use and waste formwork to flat faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses |
| 10 | Material and Labour for TMT bars 10 mm dia and over cut to length bent to shape required including cranking bending spirally or hoping for columns, hooking ends & binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips. |
| 11 | M&L for Rendering 15 mm thick in CM 1:4 on fair faces of brickworks or concrete surface finished even and smooth all as specified and as dircted |
| 12 | Supply only water proofing compound (Liquid) complete all as specified and as directed. |
| 13 | M&L for 75 mm thick PCC 1:3:6, type C-1, using 20 mm graded aggregates as in plinth protection etc, finished even and smooth without using extra cement complete all as specified including joints filling with sealing compound Grade \"A\" complete all as specified and directed. |
| 14 | M&L for broken stone or boulders of hardcore of gauge n exc 63 mm deposited, spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface. |
| 15 | S&FMS Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 |
| 16 | S&Ffor providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc, including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement. |
| 17 | S&F 11 to 15mm dia of neck Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, |
| 18 | Material and labour for 5 mm thick PVC ribbed water bar 200 mm wide as in construction jointetc complete all as specified and as directed |
| 19 | M&L for preperation of new steel surfaces of any description over 10 cm in width or girth and apply two coats of synthetic enamel paint over one coat of redoxide primer. |
| 20 | Excavation in trenches not exceeding 1.5 m depth and not exceeding 1.5m width and getting out in hard / dense soil for laying of pipe lines. |
| 21 | Removing excavated material to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 mtr above the starting point all as specified as directed. |
| 22 | S& F GI water tubing medium grade with all fitting (flanged / socket / union / tee etc) laid in trenches / walls / floors / roof of following sizes: - 50 mm dia |
| 23 | M&L forConstruction of brick massonry valve pit chamber of inner dimension 150x150x100 cms suitable for sluice valves upto 150mm size, with PCC 1:4:8 type D-2 for foundation, brick work in cm 1:6 rendering 1:4, 15mm plastering, coping in PCC 1:2:4 type B-1, incl necessary earth work, including MS sheet cover of thickness 3.15mm on 50x50x6 mm angle iron framework including two coats of synthetic enamelled paint over a coat of red oxide primer with making provision of locking arrangement complete all as directed. |
| 24 | S & F gun meta globe gate valve cast ironwheel head screwed both ends for iron pipe and fixed etc of size: -50 mm dia bore |
| 25 | S & F CI foot valve of sizes:-50 mm dia bore |
| 26 | S & F non return valve both side flanged and ISI marked (IS-780) ofcast iron body with joining with nut, bolt, washers and rubber insertion packing 6mm thick etc of 50mm dia. |
| 27 | Supply installation testing and commissioning of centrifugalpump cast iron body of capacity 5 HPwith bronze impellers including provision for fixing safety valve,non return valves, pressure gauge and priming valve etc coupled with 3 phase induction motor suitable for operation on 415 V ACwith suitable channel iron base frame including nuts, bolts & washers etc.PCC foundation, foundation nuts, bolts & washers as per manufacturers instructions complete all as specified and as directed including star delta starteras directed by Engg in Charge. |
