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| 1 | Material and Labour for Repair to potholes depth of potholes exc 30 mm, not exc 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 filling in screened & graded road metal, watering and well ramming (including supply of road metal) and making good by applying tack coat of paving bitumen (VG-10) @ 5 kg per 10 sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sqm, blinded with 0.09 cum of stone chippings, 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings), complete all as specified. Note : The patching of pot holes shall be as per para 20.A.34.2 of SSR Part-I |
| 2 | Material and Labour for Repair to potholes depth of potholes exc 30 mm, not exc 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 filling in screened & graded road metal, watering and well ramming (including supply of road metal) and making good by applying tack coat with bituminous primer @ 5 kg per 10 sqm, putting in premix as specified for thin bituminous carpet (2 cm thick) well rammed and sealed with premixed sand seal coat (6.8 kg of binder with 0.06 cum of sand), again well rammed (including supply of premix binder and sand), complete all as specified. Note : The patching of pot holes shall be as per para 20.A.34.2 of SSR Part-I |
| 3 | Material and Labour for Preparation of existing black top surface of road by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the surfaces by mechanical compressor to remove all loose dirt and applying evenly a priming/tack coat with paving bitumen VG 10 grade @ 5 Kg per 10Sqm of road surface and laying bituminous premixed semi dense asphaltic concrete 30mm thick (consolidated thickness) using binder (Bitumen VG-30 grade) contents @ 5.5 % by weight of total mix, mixed in Hot mix Plant and laid by using self propelled mechanical paver, rolled and compacted to required camber & gradient using 8 to 10 tonne power roller/tandem vibrating roller to achieve uniform smooth surface complete all as specified and directed.Note: The combined grading of aggregate shall be as per Para 20.B.2.5.4(d) & 20.B.4 of SSR Part-I. |
| 4 | Scarifying or picking up gravelled macadam or bituminous macadam surfaces area n exc. 400 Sqm and depth exc 50mm but not exc. 100mm, stacking the serviceable material at site and removing the surplus material n exc. 50m, complete all as specified. |
| 5 | Material and Labour for 150mm thick (compacted thickness) Water Bound Macadam (WBM) (Limestone, sand stone, Flint or Quartzite) in two layers of 75mm consolidated thickness each with coarse aggregate of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and directed. |
| 6 | Material and Labour for Preparation of water bound macadam (WBM) surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the surfaces by mechanical compressor to remove all loose dirt etc and applying evenly a priming/tack coat with paving bitumen VG 10 grade @ 10 Kg per 10Sqm of road surface, complete all as specified and directed. |
| 7 | Material and Labour for Premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) with paving bitumen (VG-30) @ 4% by total mix laid by self propelled mechanical paver, rolled and compacted to required gradient and camber using 8 to 10 tonne power roller/tandem vibrating roller to achieve uniform smooth surface complete all as specified and directed.Note: The specification of bituminous macadam shall be as per Para 20.B.3 of SSR Part-I. |
| 8 | Material and Labour for thermoplastic road marking paint 2.5mm thick, white or golden yellow in colour, conforming to BS-3262-1989 with special applicator machine, in lines, arrow, dashes & letters exceeding 10cm in width, applied hot, using application unit and retroreflective glass beads @ 250 to 300 gram/Sqm to withstand vehicular traffic load, laid as per manufacture's instructions, the finish surfaces to be level, uniform and free from streaks and holes as per MORTH specification complete all as specified and directed. |
| 9 | Supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed. |
| 10 | Demolition of cement concrete (un-reinforced) of any description and in any position not specifically provided including removal of debris outside the MoD land, complete all as specified. |
| 11 | M&L for plain cement concrete, 1:3:6, type C-2 (using 40mm graded crushed stone aggregate) as in foundations, filling, mass concrete and sub base, complete all as specified and directed. |
| 12 | M&L for dry and clean sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 13 | Material and Labour for Polythene film, black, 50 micron laid and spread over sand layer with minimum 30cm side lap complete all as specified and directed. |
| 14 | M&L for cement concrete work M40 Grade (Design Mix) in pavement/ hard-standing of flexural strength 40kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and directed. |
| 15 | Material and Labour for painting lines, dashes, arrows, letters, etc. on roads, pavements and the like exc 10cm wide with road marking paint, white or golden yellow with adequate No of coats complete all as specified and directed. |
| 16 | Excavation in trenches not exc. 1.5m wide and not exc. 1.5m deep for foundation etc. not exc 10 Sqm on plan getting out as in hard / dense soil complete all as specified. |
| 17 | Returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25cm thick, complete all as specified and directed. |
| 18 | Removing excavated material to a distance exc 250m but not exc. 500m and depositing where directed at a level not exc. 1.5m above the starting point, complete all as specified. |
| 19 | Demolition stone stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework complete all as directed. |
| 20 | M&L PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundation, filling & mass concrete complete all as specified and directed. |
| 21 | M & L for walling of random uncoursed, well bonded, bedded & solidly hearted built in CM 1:4 etc complete all as specified and directed. |
| 22 | M & L for walling of random uncoursed, well bonded, bedded & solidly but except stone hearted built in CM 1:4 etc complete all as specified. |
| 23 | M&L for Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:4 complete all as specified and as directed. |
| 24 | M&L for Plain cement concrete 1:3:6, Type C-1 (using 20mm graded crushed stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates complete all as specified and directed |
| 25 | M&L for Precast cement concrete 1:3:6, Type C-1 (using 20mm graded crushed stone aggregate) as in bond stone, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone walling), corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar 1:4 complete with joints to match all as specified and as directed. Note:- Volume occupied by bond stone shall not be deducted from stone masonry |
| 26 | S&F PVC pipes 110mm bore as in weep holes complete all as specified and directed. |
| 27 | M&L for Boulder filling dry, handpacked tightly as in vertical bunds with sloping face complete all as specified and directed. |
| 28 | M & L Hardcore of gauge n.exc. 63 mm, deposited 100mm thick, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 29 | M&L for 150mm thickness soling (or sub base) with broken boulders or quarried stone, interstices filled , surface formed and rolled and consolidated to required gradient and camber all as specified and directed. |
| 30 | M&L for Cement concrete type B-1 150mm thick, 1:2:4 (Ready mix concrete) (using 20mm graded crushed stone aggregate) in sub floors, sub-bases, floors and pavings, etc. complete all as specified and directed. |
| 31 | M&L for formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide on rough finished surface of concrete complete all as specified and directed. |
| 32 | M&L for forming 12mm thick Expansion joints for 150mm thick concrete slab as in pavement and hard standing filled with preformed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ complete all as specified and as directed. |
| 33 | M&L for forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade A complete all as specified and directed. |
| 34 | M&L for forming Construction joint 30mm deep x 10mm wide filled with sealing compound, Grade 'A' complete all as specified and directed. Please Enable Macros to View BoQ information |
