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| 1 | Surface excavation not exceeding. 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. |
| 2 | M & L for laying broken stone or boulders hardcore of guage exceeding 63 mm but not exceeding 100 mm deposited spread and levelled in layers not exceeding 15 cm thick watered rolled/rammed to a true surface complete all as specified and directed |
| 3 | M & L for 100 mm thick cement concrete 1:4:8type D 2 (40 mm graded mechanically crushed stone aggregate ) as in sub base, finished even and rough to receive the topping layer for hard standingcomplete all as specified and directed. |
| 4 | M & L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed |
| 5 | M & L for Rubber moulded machinepressed designer colouredprecast concrete with grey cement and pigment interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 gradecomplete all as specified and directed |
| 6 | M & L for providing cement concrete in roof ,Kerbs, mud stops ,interlocking tile rounded or chamfered on edges 1: 2:4 type B1 ( 20 mm graded mechanically crushed stone aggregate) etc complete all as specified and directed |
| 7 | M & L 100 mm thick PCC 1:2:4 type B-1 using 20.00mm graded mechanically crushed stone aggregate as in flooring finished even and smooth without using extra cement, all as specified and directed. |
| 8 | M & L for providing 3mm thick metalic/stone dividing strips and 28mm deep, inserted in position, conform to design, complete all as specified and directed. |
| 9 | Removing excavated material (soils) exc. 250 m but not exc. 500 m and depositing where directed at a level not exc. 1.5 m above starting point complete all as specified and directed |
| 10 | Excavation in post holes (or similar holes) each nexc 0.50cum getting out, returnng filliing in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and directed. |
| 11 | S & F Rooftrusses,trussed,purlins, crane gantries,rails and fastening and heavy bracket framing( beam,tee,angle,channel or flat section incl distance pieces, cleat etc. confirming to IS 1161-1979 grade Fe-410-W(Gde-E-250) qualitycomplete all as specified and directed |
| 12 | S & F MS screw bolt 450 mm long 16 mm dia ( machine made) with hexagonal or square head at one end and screwed the other or screwed both ends each screwed end to be fitted washer and one hexagonal etc, complete all as specified and directed. |
| 13 | S & F MS plate ( plain or chequered) channel, square cut or notched ( Fe 410 W Gde E-250 quality-B with riveted, bolted or welded attachment complete all as specified and directed. |
| 14 | S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 15 | M & L for brick work with sub class \"B\" bricks, straight or curved on plan exceeding. 6 mtr mean radius built in cement mortar 1:6 complete all as specified and directed. |
| 16 | M&L for rough cast plaster including 15mm thick rendering in CM 1:3 on brick wall or concrete concrete surfaces complete all as specified in SSR Part - I clause 14.22 complete all as specified and directed. Note : Rough cast finish to be as below :- After applying the under coat of cement mortar 1:3 and while it is still in plastic state the rough cast mixture consisting of crushed stone or fine gravel agg (which is generally of size between 6 to 12mm depending on the texture required ) mixed with course sand and cement in the ratio of 1 : 1 : 1 shallbe applied and finished even. The mixof cement and sand shall be made slightly wetter than normal for rendering to ensure that larger agg are thoroughly covered. cost of rendering 15mm thick CM 1:3 shall be deemed to be included in the quoted rate. |
| 17 | M&L for two coats of 100% premium emulsion acrylic paint having VOC less than 50gm/litre and UV resistance as per IS 15489:2004, alkali and fungal resistance , dirt resisitance exterior paint of approvedcamoflaging pattern (Company depot tinted),with silicon additives @1.43 Litre/10 Sqmover and including priming coat of exterior primer applied , on newly plastered surfaces of walls including preparation of surfacesrepairing with JK / Birla white puttycomplete all as specified and as directed. |
| 18 | Excavation over area not exceeding 1.5m deep for foundation and getting out in any type of soil complete all as specified and directed. |
| 19 | Excavation over area exceeding 1.5m but not exceeding 3.0 m deep for foundation and getting out in hard and dense soil complete all as specified and directed. |
| 20 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5 m deep for foundation and getting out in any type of soil complete all as specified and directed. |
| 21 | Excavation in trenches not exceeding 1.5m wide and exceeding 1.5 m but not exceeding 3.0 m deep for foundation and getting out in hard and dense soil complete all as specified and directed. |
| 22 | M & L for PCC 1:2:4 type B-2 (using 20 mm graded mechanically crushed stone aggregate) as in Surface channels and drains complete incl fair finished with extra cementall as specified and directed. |
| 23 | M & L for reinforced cement concrete M-25 (design mix) (using 20 mm graded mechanically crushed stone aggregate) as in slabs supported on wall complete all as specified and directed. |
| 24 | M & L for form work in soffits or suspended slab fair finished, not exceeding 20 mm thick and simiar works complete all as specified and directed |
| 25 | M & L for form work to edges of concrete flats fair finished and similar works complete all as specified and directed. |
| 26 | S & F mild steel TMT bars 10 mm dia and over cut to length bent to shape required including cranking bending spirally for hopping for columns, hooking ends and binding with MS wire (annealed) not less than 0.9 mm dia or securing with cips complete all as specified and directed. |
| 27 | M & L for PCC 1:2:4 type B0 (using 12.5 mm graded mechanically crushed stone aggregate) as in coping incl necessary formwork, weathering slightly rounded or chamfered angles complete all as specified and directed. |
| 28 | Returning filing in, including spreading, levelling watering & well ramming in layers not exceeding 25 cm with hard/dense soil complete all as specified and directed. |
