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| 1 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft /loose soil surfaces formed to required slope, gradient, camber, and super elevation etc.complete all as specified and directed by Engr-in-Charge. |
| 2 | Excavation over areas n. exc 1.5m deep and getting out hard/dense soil and getting out etc complete all as specified and directed by Engr-in-Charge. |
| 3 | Removing excavated materila exc 250 m but not exc 500 m and depositing where directed complete all as specified and directed by Engr-in-Charge. |
| 4 | Removing excavated material ( soils) not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by Engr-in-Charge. |
| 5 | Rolling and consolidating formation surfaces in cutting with 8 to 10 tonne power roller complete to required levels, gradient , slopes, camber and super elevation including filling depression with and including approved earth which may occur during rolling complete all as specified and directed by Engr-in-Charge. |
| 6 | M & L for Laying and compacting 200 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 leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 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 by Engr-in-Charge. |
| 7 | M & L fo Laying and compacting 150 mm thick WMM laid in two layers of 75 mm each (compacted thickness) Wet Mix Macadam (WMM) grading as per 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 wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien 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 by Engr-in-Charge. |
| 8 | M & L for Preparing unsurfaced WMM 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 bituminous primer of paving bitumen VG-10 grade bitumen at 7.5Kg/10 Sqm all as specified..complete all as specified. |
| 9 | M & L Premix bituminous macadam laid/rolled and compacted to required gradient and camber with 8 to 12 tone power roller (consolidated thickness 75mm or less) with binder content paving bitumen VG-30 of 4% by weight of total mix laying with paver machine and mixing in hot mix plant complete all as specified and directed by Engr-in-Charge. Note: The contractor quoted the rate shall be deemed to include the following elements:1. The contractor shall got the mix design done through Govt approved lab and same shall be got approved from GE before incorporating in the work.2. In case variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in the quantity of bitumen shall be adjusted with price adjustment. |
| 10 | M & L for Bitumanuous premixed asphaltic semi dense concrete 40mm consolidated thickness with bitumen of grade VG-30 with 5.5% binder content by weight of total mix duly rolled and compacted to required camber and gradient with 8-12 tonne power roller and vibrating roller etc incl applying tack coat @2.5 Kg/ 10 Sqm applying complete all as specified and directed by Engr-in-Charge. Note: The contractor quoted the rate shall be deemed to include the following elements:1. The contractor shall got the mix design done through Govt approved lab and same shall be got approved from GE before incorporating in the work.2. In case variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in the quantity of bitumen shall be adjusted with price adjustment. |
| 11 | Spread, rolled and consolidated to gradient and camber 75 mm thick required by M&L moorum/red bajri is in berms of road complete all as specified and directed by Engr-in-Charge. |
| 12 | M&L for preparation of new or previously treated road black top surfaces of road and applying 2.0 mm thick retro reflective thermoplastic road marking paint @ 250gm/Sqm as lines, dashes arrows, letter etc on road, pavement and the liken exc 10 cm width, by mechanical machines i.e. dispenser machine white or golden yellow as per IRC pattern including cleaning of road surface free from dust & moisture complete all as specified and directed by Engr-in-Charge. Make of paint: CMS Bombay,Shivalik Prime Chandigarh/Ritco/Merrut/SN Industries-Delhi as approved by GE |
| 13 | M & L Moorrum/red bajri shall be firm, levelled and provided with moorum 100mm thickness on either side of road, watered and rolled to active compacted surface. Berns should be dressed periodically south they always conform to the requisite cross fall and are not higher than the level of road at any point of time etc complete all as specified and directed by Engr-in-Charge. |
| 14 | M&L for factory made cement concrete as in kerb stone type B-1 (1:2:4) (Using 20 mm stone aggregate) set in cement mortar 1:6 complete all as specified and directed by Engr-in-Charge. |
| 15 | S & F for 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 by Engr-in-Charge. |
| 16 | S & F for 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 600 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 B1 complete all as specified and directed by Engr-in-Charge. |
| 17 | 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 on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed by Engr-in-Charge. |
| 18 | S & F for yellow & black ABS plastic road speed breaker size (250x365x50mm) including fixing with epoxy adhesive all as per manufactural instructions complete all as specified and directed by Engr-in-Charge. (Make : 3D/DARK EYE/STP Please Enable Macros to View BoQ information |
