| 1 | 1 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exceeding 400 Sqm and depth not exceeding 50 mm and removing materials from site or staking for reuse at site not exceeding 50 metres complete all as specified and directed. | | 55 | 10 Sqm |
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| 2 | 2 | Material and labour for 7.5 cm compacted thickness WBM, with using Granite, trap or Basalt aggregates of grading 2 (63 to 40 mm size), spread, rolled with power roller 8 to 12 tonne and consolidated to gradient and camber required complete all as specified. | | 80 | 10Sqm |
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| 3 | 3 | All as per item No. 2 above but except road metal.\nNote :- Serviceable road metal obtained from item No. 1 shall be reused. | | 5 | 10Sqm |
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| 4 | 4 | Repair to potholes any depth, not exceeding 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by applying a tack coat with bituminous primer of paving bitumen grade VG-10 @ 5 kg per 10 sqm putting premix as specified rammed and rolled including supply of stone, binder etc, completed all as specified. | | 2 | 10Sqm |
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| 5 | 5 | Material and labour for Preparing unsurfaced water bound macadam by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming/ tack coat with paving bitumen grade VG-10 at 10 kg per 10 sqm complete all as specified. | | 55 | 10sqm |
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| 6 | 6 | Material and labour for Preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming/ tack coat with paving bitumen grade VG-10 at 05 kg per 10 sqm complete all as specified. | | 45 | 10Sqm |
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| 7 | 7 | Material and labour for 30mm consolidated thickness bituminous premixed carpet with 0.405 Cum of stone chippings mixed with 21.90 kg of binder using paving bitumen grade VG-30, rolled with power roller 8 to 12 tonne and compacted to required camber and gradient and premixed sand seal coat, applying evenly binder using paving bitumen grade VG-30 @ 6.8 kg per 10 sqm blinding with sand @ 0.06 Cum per 10 sqm and rolled to a uniforms smooth surface with power roller 8 to 12 tonne complete all as specified. | | 100 | 10Sqm |
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| 8 | 8 | Surfaces dressing in side berm of road not exceeding 15 cm depth in soft/loose soil all as specified. | | 750 | Sqm |
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| 9 | 9 | Material and labour for continuous brick edging using old size burnt clay bricks of sub-class 'B' (old size bricks) with width equal to the width of the brick, laid dry on end vertically including necessary earthwork complete all as specified. | | 500 | Rm |
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| 10 | 10 | Material and labour for painting lines, dashes, arrows, letters etc. on roads pavements and the like not exceeding 10 cm wide with road marking paint, white or golden yellow colour after preparation of surfaces complete all as specified. \nMake: Nerolac/ Asian/ Berger /Shalimars/ Dulux \n | | 19 | Sqm |
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| 11 | 11 | Demolition of of brick work/stone masonry, built in cement mortar including all quoins, arches, pillars etc but excluding ashlars facings, dressed stone work and pre-cast concret articles all as directed. | | 37.3 | Cum |
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| 12 | 12 | Demolition of cement concrete (un-reinforced) in ground floors and paving not exceeding 15cm thick above or below ground level all as directed. | | 25.7 | Cum |
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| 13 | 13 | Demolition of Reinforced Cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified. | | 0.9 | Cum |
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| 14 | 14 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified. | | 4.45 | Qtl |
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| 15 | 15 | Material and labour for PCC 1:4:8 type D2 using 40 mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified. | | 12.7 | Cum |
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| 16 | 16 | Material and labour for PCC 1:2:4, type B0 using 12.50 mm graded crushed stone aggregates as in coping including weathering, slightly rounded or chamfered angles and throating complete including formwork all as specified. | | 3.2 | Cum |
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| 17 | 17 | Material and labour for PCC 1:2:4 type B2 using 40mm graded crushed stone aggregates as in cement concrete in surface channel and drain complete all as specified. | | 9.8 | Cum |
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| 18 | 18 | Material and labour brick work with sub class ‘B’ brick straight or curved on plan exceeding 6 m mean radius, built in cement mortar 1:6 complete all as specified. | | 37.3 | Cum |
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| 19 | 19 | Material and labour for 10mm thick rendering on fair faces of concrete surfaces in CM 1:4 and finised the surfaces fair and even without extra cement complete all as specified. | | 355 | Sqm |
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| 20 | 20 | Material and labour for Mild steel TMT bars of Fe 500 or Fe 500D, 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia or securing with clips complete all as specified. | | 280 | Kg |
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| 21 | 21 | Supply and fix steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes confirming to IS 1161-1979 grade St-240 etc all as specified. | | 165 | Kg |
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| 22 | 22 | Material and labour for RCC 1:1.5:3 (nominal mix) type A1 using 20mm graded crushed stone aggreagates as in slab supported on walls, beam and column landing, roof, balcony, canopy, deck slabs, shelves and similar work for water retaining structure complete all as specified.\nNote:- Reinforecement and form work shall be measured and paid separetely. | | 0.9 | Cum |
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| 23 | 23 | Material and labour for formwork to soffits of rough finished flat suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200 mm thick (Horizontal or sloping) complete all as specified. | | 5.7 | Sqm |
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| 24 | 24 | Extra for forming fair finished drains or channels 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified. | | 130 | Rm |
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