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Tender For Provision Of Road From Guard Post No 06 To Guard Post No 12 Inside Cod Kanpur; 1 Surface dressing n.exc 15 cm deep and getting out in soft/loose soil complete all as specified and directed. 2 Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. 3 Excavating in trenches, not exceeding1.5 m wide and not exceeding 1.5 m indepth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. notexceeding 10 sq m on plan and not exceeding1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. 4 Returning filling in with approved excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed. 5 Removing excavated material (soils) to a distance n.exc 50 m and depositing where directed at a level not exc 1.50 m above the starting point complete all as specified and directed. 6 Removing excavated material (soil) to a distance exc 1.50 KMbut not exc 5.00 KM and deposited where directed at a level n.exc. 1.50 m above the starting point complete all as specified and directed. 7 Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/rolling and finishing to required size, shape etc., not exceeding 1.5m high from base soils and making formation with camber and levelled re-quired complete all as speci-fied and directed. 8 M&L for Plain cement concrete (1:3:6) typeC-2, using 40mm graded crushed stone aggregate in foundation, filling and mass concrete complete all as specified and directed. 9 M&L for Plain cement concrete (1:3:6) type C-2, using 40 mm graded crushed stone aggregate as in for surface channels, bed of drains including forms/moulds etc, complete all as specified and directed. 10 M&L for Plain cement concrete 1:2:4 typeB-2, using 40mm graded crushed stone aggregate in foundation, filling and mass concrete complete all as specified and directed. 11 M&L for Plain cement concrete (1:2:4) type B-0, using 12.50 mm graded crushed stone aggregate as in coping, benching including weathering, slightly rounded or chamfered angles and throatingincluding necessary formwork complete all as specified and di-rected. 12 M&L for plain cement concrete (1:2:4) type B-0, using 12.5mm graded crushed stone aggregate as in surface channel and bed of drains including from works / moulds etc complete all as specified and directed. 13 M&L for extra over for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms, moulds, mitered/stopped ends complete all as specified and directed. Note :- Inner girth shall be measured only 14 M&L for brick work with sub class ‘B’ bricks old size, straight or curved on plain exc. 6 mtr mean radius built in cement mortar (1:4) for wall complete all as specified and directed. 15 M&L for 15mm thick rendering in CM (1:4) finished even and smooth without using extra cement on fair faces of brick wall/concrete surfaces complete all as specified and directed. 16 M&L for two coats of cement base paint on newly plastered surfaces of wall including preparation of surfaces complete all as specified and directed. 17 M & L for reinforcement concrete pipe class NP-2 pipes of dia 450 mm with collers/ spigot/socket laid in trenches and jointed complete all as specified and directed 18 Rolling and consolidating formation surfaces in cutting by power roller exc 8 tonne & n.exc 12 tonne complete all as specified and directed. 19 M&L for laying and compacting 300 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MaRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of at least 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MaRTH specifications for Road and Bridge works, 2013 complete all as specified and directed. 20 M&L for laying and compacting 150 mm thick (75 mm thick each layer compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradient and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 complete all as specified and directed. 21 Preparing unsurfaced of wet Mix macadam (WMM) surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt/dust etc and applying evenly a priming/tack coat with bituminous primer of paving bitumen VG-10 @ 10.00 Kg per 10 Sqm of road surface complete all as specified and directed. 22 M&L for Premixed bituminous macadam laid/rolled and compacted to required gradient and camber (consolidating thickness 50mm or less) with binder content 4% by weight of total mix (using paving Bitumen VG-30 grade), mix in hot mix Plant using design mix laid with self propelled mechanical paver rolled with 8 to 12 ton power roller to required complete all as specified and directed. 23 M&L applying evenly a prim-ing/tack coat with paving bituminous primer VG-10 grade @ 5Kg per Ten Sqm on black top surface complete all as specified and directed. 24 M&L bituminous premixed asphaltic semi dense premixed Asphaltic semi dense concrete (SDAC)40mm consolidated thickness with 5.5% binder content by weight of total mix (us-ing paving bitumen VG-30 grade), mix in hot mix plant using design mix laid with self propelled mechanical pavers rolled with 8 to 12 tone power roller to required complete all as soecified and directed.Note: Bituminous premixed shall be mixed in hot mix plant and premixed carpet shall be mixed in hot mix plant and premixed carpet shall be laid in single layer with self propelled mechanical pavers (SPMP) complete all as specified and directed. 25 Providing and laying at or near ground level factory made kerb stone of size 300x300x100mm 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), includ-ing 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 directed. 26 M & L for preparing black top surface of road and applying thermo plastic paint onmarking of2.5 mm thicksingle coat acenter line, stop line, side line etc on roads as per IRC pattern. Road marking of not exceeding 100 mm wide using hot mark thermoplastiv painthot application) white or yellow by indineous modem propelled road marking machine as directed including all ingredient such as binder, glass bends, titenium dioxide, calcium carbonate, inter fillets etc. Thermoplastic requirment for glass bends shall be cofirming to BS-6086 of MORTH specification including spraying of glass bends etc. as per IRC-35with and including traffic diversion arrangement complete all as specified and directed. 27 Supply and fixingsolar 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 28 M&L for concrete surfaces of any description over 10 cm width or girth not other wise describedapplying two coats of synthetic enamel paint over a coat of priming paintscomplete all as specified and directed.
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