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| 1 | Surface excavation not exc 30cm deep and averaging 15 cm deep and getting out in hard dense soil complete all as specified and directed by Engr-in-Charge. |
| 2 | M&L for 150mm thick PCC 1:4:8 type D-2 using 40mm graded aggregate as in sub base of flooring complete all as specified and directed. |
| 3 | M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 4 | M& L forRubber moulding Machine presed precastinterlocking paver block of any size and shape confirming to IS 15658-2006 of 80mm thickM-40 grade with grey cement and pigmentset over sand cushioning as directed and specified by Engineer in charge |
| 5 | Removing excavated material(soil)exc. 250m but n.exc. 500 m and depositing where directed at a level n exc. 1.5 m above the starting poin complete all as specified. |
| 6 | M & L for Providing cement concrete type B1 1:2:4 (20mm graded aggregate) asincills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, benching, haunching, kneelers, apex stones, bed plates, kerbs not provided for , water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed. |
| 7 | M & L Excavation in trenches n exc 1.5m wide n exc 1.5m deep and getting out in hard /dense soil complete all as specified and directed. |
| 8 | M & L for 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 complete all as specified and directed |
| 9 | M & L for PCC type C2 1:3:6 (40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. |
| 10 | M&L for fly ash bricks,with old size bricks straight or curved on plan exc 6m mean radius built in CM 1:4 complete all as specified and directed. |
| 11 | M&L for PCC 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as in surface channel and drains complete all as specified and directed. |
| 12 | M & L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms moulds mitered /stopped ends etc. |
| 13 | All as per item No 12 above but for additional 25mm inner girth over or under 30 cm all as specified and directed. |
| 14 | M&L for Rendering 15 mm thick in cement mortar (1:4) on brick surface mixed with @ 2% WPCby weight of cement. (WPC paid seperately) and finished the surface even and smooth with using extra cement, complete all as specified and directed. |
| 15 | M&L for providing precast cement concrete type B1 1:2:4 (20mm graded aggregate) as in landings, cover slabs (for manholes, drains cover) chullah hoods, chajjas, water troughs, mangers, shelves and similat articles with plain faces including necessary form work and set in cement mortar 1:4 complete all as specified and directed. |
| 16 | M&L for TMT bars 06 to 8mm dia , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and directed. |
| 17 | Returning, filling in, including spreading , levelling, watering and well ramming in layers not exc 25 cm as in Hard/dense soilcomplete all as specified and directed. |
| 18 | S & F Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 19 | M & L for preparation of new steel surface over 10 cm in width or girth and applying two coat of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed. |
| 20 | Material and labour for preparation of new steel surface of any description n.exc 10cm in width or girth and applying two coat of synthetic enamel paint over one coat of red oxide when unconnected with other painting or when painted in a different tint |
| 21 | Supply only integral water proofing compound, complete all as specified and directed. |
| 22 | M&L for Excavation over area n.exc 1.5 m deep and getting out in soft/ldisintegratedrockcomplete all as specified and directed. |
| 23 | M & L for plain cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate in foundation filling and mass concreting etc as specified and directed. |
| 24 | M&L forstonewalling of random rubble stone masonary, uncoursed, well bounded, bedded & solidely hearted built in cement mortar (1:6) using locally available best stone complete all as specified and directed |
| 25 | M&Lfor providing pre-cast PCC bond stone (for stone walling), type B1 1:2:4 (20 mm graded aggregate) set in CM 1:6 complete all as specified and directed |
| 26 | M&L for raised pointing to RR, uncoarsed or brought upto course stone masonary in CM 1:4 complete all as specified and directed. |
| 27 | Extra over stone masonary for hammer dressing to face stone & face beds, joint with maximum depression on face from straight, edge held against the dressed surfacen exc. 40mm thick for Lime or sand stone complete all as specified and directed. |
| 28 | M&L for hand packing (any thickness) by broken stone or boulders at back of wall and raising (or lowering) to the required level complete all as specified and directed. |
| 29 | M&L for High density polythylene pipes (HDPE) 75mm bore of pressure rating 6 Kg/cm square laid in retaining wallcomplete all as specified and directed. |
