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| 1 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and n exc 50 mm deep complete all as specified and directed. |
| 2 | M&L 7.5 cm thick (compacted thickness) WBM with coarse aggregate of grading 3 (50 mm to 20 mm size) spread, rolled and consolidated to gradient and camber required with granite trap or basalt stone aggregates complete all as specified and directed. |
| 3 | Ditto all as per item No. 02 above but except stone materials. |
| 4 | M&L for preparing Unsurfaced WBM 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 and applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 Sqm using paving bitumen grade VG-30 complete all as specified and as directed |
| 5 | M&L for preparing Black 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 all as specified and directed. |
| 6 | M&L applying evenly a priming/tack coat with bituminous primer at 5 kg per 10 Sqm for receiving Bituminous Macadam using paving bitumen grade VG-30 complete all as specified and as directed |
| 7 | M & L for premix bituminous macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) with binder content (paving bitumen) of 4% by weight of total mix and 1.5% cement filler all as specified and directed. |
| 8 | M&L Applying evenly a priming/tack coat with bituminous primer over black top surface at 2.5 kg per 10 sqm using paving bitumen grade VG-30 including premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5% binder content (minimum) by weight of total mix (bitumen VG-30) and 2% cement filler rolled and compacted to required camber and gradient using 8 to 10 tonne power roller complete all as specified and directed. Note: The work shall be executed by using hot mix plant & mechanical paver. The rate quoted shall be deemed included for cement filler |
| 9 | Repairs to pot holes exc 30 mm depth, not exc 1 sqm 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 applying tack coat @ 5kg per 10 sqm, putting in premixed bituminous macadam, well rammed and sealed with binder with 9.8 kg per 10 sqm, blinded with 0.09 cum of stone chipping, 6.3mm size and again well rammed rolled with power roller 8 to 10 tonne capacity complete all as specified and directed. |
| 10 | M&L preparation of road surface and applying thermoplastic reflective paint in marking minimum 2.5mm thick single coat as in centre line and edge line road marking of 100 mm width using HOT MARK thermoplastic modern propelled road marking machine as directed including all ingredients such as blinder, glass beads Titanium dioxide calcium corbonate inter filler thermoplastic requirement for glass beads shall be the table No 800.4 of MORTH specification including spraying of glass beads etc. complete all as per manufacture instruction complete all as specified and directed. |
| 11 | Surface dressing n.exc 15 cm deep and getting out in soft/loose soil for road side berms to required gradient complete all as specified and directed. |
| 12 | M&L for approved moorum/red bajari in road berms,spread in roads berms 100 mm spread thickness rolled and consolidated to gradient and camber required with light roller of capacity not less than 0.5 tonne complete all as specified and directed. |
| 13 | Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 14 | S&F road stud 110 x128 x 29.5mm alluminium alloy die casted dynamically designed to bear impact load upto 25 tonne and fixed with 2 Nos highly reflective relectors and 2 Nos eye bolt each on both side complete including taking down old one or equivalant as approved by GE. |
| 15 | S&F solar stud 125x125x25mm (model DA 110-DHRUV of SINOR infrastructure or equivalent in 3M) made from aluminium alloy and construction solar powered by nionocrystal solar panel with rechargeable battery of type-I high capacity Ni-Cd with view distance of approximate 1000mtr LED - 10mm three pieces on each side are used for high brightness of different colour back up 12 hours of continuous lighting at night complete including taking down of old one. |
| 16 | Dismantling of Sign/information board of any description, shape & size including post and frame all as specified and directed. |
| 17 | Excavating in post holes (or similar holes) each n exc 0.5 Cu.m, getting out in soft/loose soil and removing surplus soil to a distance n exc 50m complete all as specified and directed. |
| 18 | M&L for Cement Concrete type C 2 1:3:6 using 40 MM graded stone aggregate as in foundation filling and mass concrete in fixing of fencing post including necessary form work if required at site complete all as specified and directed. |
| 19 | Material & Labour for stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement. |
| 20 | Supplying & fixing retro reflective sign board made of high intensity retro reflective sheeting pasted on both sides of 5mm thick ACP sheet with letters/grphics to be overlayed high intensity retro reflective sheeting of aluminium coil or skin (ranging from 0.12mm to 0.5mm) and the LDPE or Mineral core (ranging from 2.4mm to 5.5mm) as approved by I.R.C./MORTH duty plotted cut of approved colour fixed with SS frame work complete all as specified and directed by Engineer-in-Charge.Note : SS Frame work Shall be measured as paid seperately. |
| 21 | Supplying & fixing retro reflective sign board made of high intensity retro reflective sheeting pasted on one side of 5mm thick ACP sheet with letters/grphics to be overlayed high intensity retro reflective sheeting of make 3M/Avery densioin as approved by I.R.C./MORTH duty plotted cut of approved colour fixed with SS frame work complete all as specified and directed by Engineer-in-Charge.Note : SS Frame work will be measured as paid seperately. |
| 22 | Demolition of PCC (unreinforced) in ground floors and pavings n exc 15cm thick (below are above ground level) complete all as specified and directed. |
| 23 | M&L for hardcore of broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. |
| 24 | M&L cement concrete 75 mm thick 1:4:8 type D-2 using 40 mm graded stone aggregate as in sunb base of floor complete all as specified and directed |
| 25 | M&L for Machine pressed precast concrete interlocking paver block 80 mm thickness any shape and size with grey cement and pigment confirming to IS 15658-200, M-40 Grade laid over sand cushing complete all as specified and directed.Note :- Sand cushioning will measured and paid seperately. |
| 26 | Supply and laying of sand including spreading, levelling and ramming in layers n.exc 25 cm thick in each layer complete all as directed |
| 27 | M&L PCC 1:2:4) type B-1, using 20 mm graded stone aggregate in coping etc complete all as specified |
| 28 | NOTE : SCHEDULE OF CREDIT (Amount on page No 23 shall be deducted offline from the total quoted amount to arrive at the net contract sum to be considered for acceptance.) Please Enable Macros to View BoQ information |
