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| 1 | M&L 300 mm dia bore holes in normal available starta upto 50 mtr depth complete all as specified. |
| 2 | S&F PVC pipe 150 mm dia class \"A\" incl all necessary fittings complete all as specified. |
| 3 | M&L gravel packing as infilter media of size 12.5 mm size around PVC pipe in pit complete all as specified. |
| 4 | M&L gravel packing as infilter media of size 3 mm to 5 mm size around PVC pipe in pit complete all as specified. |
| 5 | M&L for coarse sand filling around PVC pipe in pit complete all as specified. |
| 6 | Exacavating over areas, n exc. 1.50 mtr deepand getting out in soft/loose soil complete all as specified. |
| 7 | Exacavating over areas, exc. 1.50 mtr but n exc. 3.00 mtrdeepand getting out in soft/loose soil complete all as specified. |
| 8 | Exacavating over areas, exc. 3.00 mtr but n exc. 4.50 mtrdeepand getting out in soft/loose soil complete all as specified. |
| 9 | Excavating in soft/loose soil in trenches not exceeding 1.5 metre wide and n.exceeding 1.5 metre deep for pipe line drains and getting out, complete all as specified and directed. |
| 10 | M&L for PCC type D2 , 1:4:8using 40 mm graded stone aggregate as in foundation and massconrete complete all as specified and directed. |
| 11 | M&L brick work with sub class ‘B’ bricks, old size straight or curved on plan not exceeding 6.00 metre mean radius, built in cement mortar (1:4) including corbelling and arches where shown on drawings, complete all as specified. |
| 12 | M&L for formwork to rough finished flat surfaces of concrete foundations, footings, bases of coulmns, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams ; and other similar works; vertica or to batter complete all as specified and directed. |
| 13 | M&L for cement concrete design mix M-25 (20 mm graded aggregate) foundations, including rafts, footings , foundation beams, plinth beams, bases for coulmns etc and all other similar works complete all as specified and directed. |
| 14 | Use and waste of formwork to to fair finished curvedsurfaces faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and directed. |
| 15 | M&L for cement concrete design mix M-25 (20 mm graded aggregate)for walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttressesand all other similar works complete all as specified and directed. |
| 16 | Use and waste of formwork to soffits of floor or roof beams, beam haunching, grider, bressumber, lintels, cantilever, sleves including supports, over hang etc also splay between floor and beams to rough finish surface of concrete flat. |
| 17 | M&L for cement concrete design mix M-25 (20 mm graded aggregate) as in beams, cantileveres, bressummers, lintels over 1.50 mtr span and all other similar works complete all as specified and directed. |
| 18 | M&L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality complete all as specified and directed. |
| 19 | M&L for TMT bars 6 to 8mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality complete all as specified and directed. |
| 20 | Ditto all as per Item above but 5mm dia and over upto and including 10 mm dia in stirrups, spacers and binders complete all as specified &directed. |
| 21 | Rendering 10 mm thick in CM 1:4 on fair faces of brick workor concrete surface complete all as specified and directed. |
| 22 | M&L 15mm thick cement plaster in cement mortar (1:4) to brick or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed. |
| 23 | M&L for Plain Cement Concrete Type B0 1:2:4 using 12.5 mm graded aggregateas in Channels , drains, Coping, benching, water troughs etc including weathering slightly rounded or chamfered angles and throuting , including necessary form work etc all as specified. |
| 24 | Extra for formingfair finished drain or channel 30cm inner girth in cementconcrete, using extra cement, includingforms, moulds, mitred/stopped ends etc |
| 25 | Returning, filling in, including spreading,levelling,watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified & directed. |
| 26 | Removing excavated material exc. 250 m & n. exc. 500 mtrand deposting where directed at a level n exc. 1.5 mtr above the starting point complete all as specified and directed. |
| 27 | M & L for 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 as directed. |
| 28 | Material and labour for preperation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not other described and applying two coats of synthetic enamel paint (ordinary tint) (each coat) over a coat of primer red oxide (zinc chrome) complete all as specified and directed. |
| 29 | Surface excavation n exc 30 cm deep and averaging 15cm deep in hard/dense soil. |
| 30 | M&L for hard core of gauge not exceeding 63mm with broken stone or boulders, deposited, spread and levelled in layers not exceeding 15cmthick watered and rammed to a true surface complete all as specified. |
| 31 | M & L for Sand filling under floors or in foundations including watering and consolidation complete |
| 32 | M&L for cement concrete type C-2 1:3:6 with 40mm graded aggregate of 75 mm thick as in sub-base. |
| 33 | M & L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with Grey Cement andpigment complete. |
| 34 | M&L for providing PCC (1:3:6) type C1 using 20mm graded aggregate as in kerbs mud stops rounded or chamfered on edges of path straight or curves. |
