|
| 1 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep in soft/loose soil complete all as specified and as directed by Engineer-in Charge. |
| 2 | Removing excavated materialexc. 250 m but n exc. 500 m and depositing where directed at a level not exceeding 1.50m above then starting point. |
| 3 | Rolling and consolidating road formation surfaces in cutting with 8 to 12 tonne capacity power road roller, watering as necessary including filling in hollows and depressions and consolidating to the required level, gradient and camber complete all as specified |
| 4 | M&L for 150 mm spread thickness soling (or sub base ) with broken boulders or quarried stone interestices filled surface formed and rolled and consolidated to required camber and gradient complete all as specified |
| 5 | M&L Water bound macadam (WBM), 150 mm thick (compacted thickness), in two layers of 75mm thick each with crushed stone aggregates of grading 2 ( 63 to 40 mm size)(granite), spread, rolled with 8 to 12 tonne power roller and consolidating to required gradient and camber complete, all as specified. |
| 6 | M & L for Preparing unsurfaced WBM 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. |
| 7 | M & L for applyinga tack coat of paving bitumen VG-10 @ 10Kg/10 Sqm of road surfacecomplete all as specified anddirected. |
| 8 | M & L Premix bituminous macadam laid, rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) with paving bitumenVG-30 complete all as specified anddirected. |
| 9 | M& L for Preparingbitumen macadam surfaces by brushing with wire brushes for removing cacked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all dirt and loose material applying evenly a tack coatwith pavingbitumen VG-10@ 5kg/10 sqm of road surface, laying Semi dense bituminous premix asphalticconcrete 40mm thickconsolidted thickness with 5.5% binder content of bitumen VG-30 by weight oftotal mix laid using mechanical paver, and rolled to a uniform smooth surface with 8 to 12 ton power road roller to required camber and gradient, complete all as specified anddirected. |
| 10 | M & L for Precast factory made cement concrete solid blocks for road edging exc 10 cm in width and setting in CM 1:6 type B1 1:2:4continous on both sides of road complete including necessary excavation embedding blocks in the ground to required depth, tamping around and removing surplus spoil and deposited to a distance not exceeding 50m complete all as specified and directed. |
| 11 | Supply and fix 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/0.3 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. all as specified and directed |
| 12 | Providing and marking broken centrle line/side lines /zebra lines, dashes, arrows, etc on road pavement and the like of any descriptions and width with thermoplastic paint hot applied with machine conforming to BS-3265 and according to the specification laid down by IRC and most (Ministry of suface Transport)specification 2001(4th revision)complete all as specified and as directed |
| 13 | S&F Road stud high polymer of size 100mmx100mmx20mmapproved epoxy adhesive as per manufacturer instruction on road, ofcolour as directed complete all as specified and as directed. |
| 14 | M & L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4complete all as specified |
| 15 | Supply and fixing Solar delinators made of polycabonate & toughened Auminium alloy bodyof 80mm dia, height of pole one mtr comprises of four ultrabright flashing LEDsincluding 30cm x 30 cm x15cm size block of PCC (1:2:4) type B1 using 20mm graded stone aggregate . |
| 16 | M&L rendering 15 mm thick onbrick work or concrete surfaces in CM 1:4and finishing the surface even and smooth without using extra cement complete all as specified |
| 17 | M&L Hard core of broken bricks/stone boulders of gauge n exc 63mm deposited spread and levelled in layers n exc 15cm thckwatered and ramemed to a true surface |
| 18 | M&L cement concrete 100mm thick type D2, 1:4:8 ( 40 mm graded agg.) in foundation and mass concrete. |
| 19 | M&L for Sand filling under floors or in foundations in-cluding watering and consolidation for laying interlocking tiles |
| 20 | M&L for machine pressed precast concrete interlocking coloured paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 grade and fixed with grey cement and pigment complete all as specified and directed. |
| 21 | M&L forHard core of broken stone boulders of gauge n exc 63mm deposited spread and levelled in layers n exc 15cm thckwatered and ramemed to a true surface |
| 22 | M&L cement concrete type D2, 1:4:8 ( 40 mm graded agg.) in foundation and mass concrete. |
| 23 | M&L for cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 15 cm complete all as spd. |
| 24 | M&L for forming 12mm thick expansion joints, thickness of concrete slab 150mm and filled with pre -formed bituminous filling and top 30mm primed and sealed with sealing compound, Grade \"B\" complete |
| 25 | M&L for forming Contraction (Dummy) joints 30mm deep x 10mm wide,filled with sealing compound, in concrete slab/pavement complete all as spd. |
