CERTAIN REPAIR TO ROAD AND ROAD MARKING PAINT AT CERTAIN LOCATION UNDER AGE BR-I AT NEW CANTT UNDER GE (WEST) PRAYAGRAJ.

M&L for repair to potholes any 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 @ 5 Kg per 10 Sqm with paving bitumminous primer VG-10 grade and putting in premix as specified for thin bituminous carpet (2cm thick) well rammed and sealed with premixed sand seal coat (6.8 Kg of binder with 0.06 Cum of sand), again well rammed (including supply of premix binder and sand) depth of potholes n.exc 30 mm complete all as specified and directed.

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and depth exc 50 mm and not exc 100 mm deep and staking for re-use or removal from site, complete all as specified and as directed.

M&L for 150mm thick (compacted thickness) WBM in two layers, each layer of 75mm with coarse aggregates of grading 2 (63 to 40mm size) spread and rolled with 8 to 10 tonne power roller, rolled and consolidated to gradient and camber required all as speicified and directed. Note : The unit rate insrted is for two layers of WBM (75mm compacted thick each layer) measured as one unit but each layer laid and compacted seperately.

M&L for preparing unsurfaced water bound macadam 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 paving bitumen VG-10 grade with bituminous primer at 10 Kg per 10 Sqm on WBM surface and applying 30mm thick (consolidated thickness) bituminous premixed semi dense asphaltic concrete with 5.5% paving bitumen binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 tonne power roller complete all as specified and directed. Note:- (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by GE. (ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government. (iii) Premixing shall be done by using Hot Mix plant and laying shall be done by using mechanical paver. complete all as specified and directed.

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 surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming / tack coat with paving bituminous primer VG-10 grade @ 5 Kg per Ten Sqm on black top road surface and applying 30mm thick (consolidated thickness) bituminous premixed semi dense asphaltic concrete with 5.5% paving bitumen binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 tonne power roller complete all as specified and directed. Note:- (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by GE. (ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government. (iii) Premixing shall be done by using Hot Mix plant and laying shall be done by using mechanical paver. complete all as specified and directed.

M&L for premix bituminous macadam (paving bitumen VG-30 grade of 4% by weight of total mix) laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) including rolling using 8 to 10 tonne power road roller complete all as specified and directed. Note:- (i) Bituminous macadam work shall be executed as per design mix as approved by GE. (ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government. (iii) Macadam shall be done by using Hot Mix plant and laying shall be done by using mechanical paver. complete all as specified and directed.

M&L for cleaning the road surface for marking lines, dashes, arrows on roads with retroreflective colour paint approved using 'Hot Thermoplastic paint material' of 2.50 mm thick in layer including glass beads laid by fully/semi automatic thermoplastic paint applicator machine fitted with profiles shoe, glass beads dispenser, propane tank & profile shoe heater driven by experienced operator complete all as specified and directed. Note:- (i) Thermo plastic material shall consist homogeneously composed of pigment, resins and glass beads in required proportion as per MORTH specification and coforming to relavent IS. (ii) The contractor will made proper arrangement for traffic diversion and safety rules during laying of painting on roads.

S&F in repair solar stud alumininum alloy powered with high efficiency solar monocrystalline solar panel (2.4 V/0.3 watt) one Ni-MH or Ni-cd rechargeble battery (1.2V/1600 MA) with 6 super bright LEDs, with 10000 to 18000 Mcd (Milicandela), dimension-125mm x125mmx25mm (shank 60mm) including adhesive for fixing arrangement complete all as specified and directed. Make :- Dark eye Model DHRUV or equivalent Cat Part of make as specified in list of make as approved by GE.

S&F in repair 1.20m long delinator made of MS pipe 47 mm dia, 900mm above top surface of PCC duly powder coated covered with 4 Nos of retro reflective tape(colour as directed) of size 100mm wide from top and mesh of 16 gauge is fixed from the top of cover this bands of reflective tapes including necessary excavation and earth work in any type of soil and fixed in PCC block (1:2:4) type B1 of size 300mmx300mmx300mm complete all as specified and diretced. Make:- SD-03 of M/s SAPPHIRE road safety products or equivalent Cat Part of make as spcified in list of make approved as by GE.

S&F in repair cat eyes ABS body with scratch and abrassion resistant, micro prismatic, polycarbonate and ultrasonically welded lenses, temperature resistance body of size 90x100x17mm fixed on road with bituminous adhesive as per manufactures instruction having resistant creamer coating and reflective surface complete all as specified and directed.