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| 1 | M&L for repair to pot holes of any depth, 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 and making good by filling in screened and graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed by Engineer-in-Charge. |
| 2 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm exceeding 50mm and not exceeding 100mm deep unsarfaced water bound macadem surfaces for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt, complete all as specified and directed by Engineer-in-Charge. |
| 3 | M&L for applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate o application of 0. 7-1 kg/sqm on surface o WMM/WBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and as directed by Engineer - in - Charge. |
| 4 | M&L for Premix bituminous macadam of paving bitumen of VG-30 grade (confirming to IS-732006) with 4% binder content by weight of total mix, any penetration laid /rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) complete rolling to uniform smooth surface with 8 to 10 ton power road roller complete all as specified and directed by Engineer-in-Charge. |
| 5 | Preparing of existing black top surfaces by brushing with steel 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 complete all as specified and as directed by Engineer - in - Charge. |
| 6 | M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.25 kg/sqm on bituminous surface as specified in Table 500-5 of MaRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and as directed by Engineer - in - Charge. |
| 7 | M&L for bituminous premix semi dense asphaltic concrete (SDAC), 30 mm thick (consilidated average thickness) in single layer using paving bitumen of grade VG-30 with 5.5% binder content, mixed in hot mix plant using design mix and laid by mechanical paver and rolled and compacted with using 8 to 10 tonne cap vibratory power road roller to achive the required compactness, camber and gradient finished complete including (cutting of edges of roads straight and site clearance) etc complete all as specified and as directed by Engineer - in - Charge. |
| 8 | Demolition of cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer - in - Charge. |
| 9 | M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and as directed by Engineer - in - Charge. |
| 10 | M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows, etc and the like n exc 10cm wide roads with roads pavements with hot applied thermo plastiv road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine al as per manufacturers instruction complete all as specified and as directed by Engineer - in - Charge. |
| 11 | M&L for 100mm thick (spread thickness), moorum/red bajri in berms, spread, rolled and consolidated to required gradient & camber complete all as specified and as directed by Engineer - in - Charge. |
| 12 | S&F in repairs solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.30 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. complete all as specified and as directed by Engineer - in - Charge. |
| 13 | S&F 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 as directed by Engineer - in - Charge. |
| 14 | S&F in repair metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 800 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B-1, complete all as specified and as directed by Engineer - in - Charge. |
| 15 | S&F 75cm dia Convex mirror mounted on metal sheet body and frame work suitable for road side mounted on angle iron (50 x 50 x 6 mm) for mirror bottom each 1.20 m high above GL and fixed with PCC 1:3:6 type C-2 including demolition and prepration of new complete all as specified and as directed by Engineer - in - Charge. |
| 16 | M&L for 100 mm thick cement concrete type D-2, 1:4:8 (40mm graded crushed stone aggregate) as in flooring or mass concrete complete all as specified and as directed by Engineer - in - Charge. |
| 17 | M&L for providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed by Engineer - in - Charge. Please Enable Macros to View BoQ information |
