SPECIAL REPAIRS TO CERTAIN ROADS IN BEG AND CENTRE UNDER GE (C) KIRKEE

Amount

M & L Repairs to pot holes any depth n,exc 1 sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads etc, cutting around edges atleast 25mm in depth, making good by applying tack coat @ 5Kg per 10Sqm of bituminous emulsion RS-1, putting in premix bituminous macadam well rammed and sealed with binder 9.8 Kg per 10 Sqm of paving bitumen, blinded with 0.09 cum of stone chippings 6.3mm size and again well rammed(including supply of premixed macadam binder and chippings) depth of pot holes exceeding 30mm. complete all as specified and directed.

M&L for Scarifying or picking up gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and depth exc 50mm and n.exc 100mm complete all as specified and as directed.

M&L for 75mm thick (Compacted thickness) wet mix macadam (WMM) laid in single layer as per MORTH & H specification, using crushed broken graded stone aggregates , spread, rolled and consolidated to required gradient and camber using mechanical paver/grader and tondom vibratory roller/earth compactor of capacity 8 ton to 15 ton to achive the min 98% density of MDD determined using modified proctor density determination method as per IS Code laid in layers of consolidated thickness complete as specified and directed

All as per Item No 3 above but except material Note : Serviceable material obtained from item No 2 shall be used under this item

M &L Preparing unsurfaced WMM surface by brushing with wire brush for removing caked mud etc., sweeping with brooms, and finally fanning the cleaned surfaces with gunny bag to remove all loose dirt etc and for applying evenly a tack coat with bituminous emulsion RS-1 @ 10 kg per 10 Sqm with sprayer over existing surface etc complete all as specified and directed.

M&L for providing 75 mm thick (consolidated thickness) or less premixed bituminous macadam using paving bitumen (VG-30) @4% by weight of hot mix mixed with aggreagate (as specified) in hot mix plant , rolled consolidated with 8 to 12 ton power/vibratory roller to the required gradient and camber on prepared WMM/Bituminous surfaces all as specified and directed. Note: The contractor quoted the rate shall be deemed to include the following elements: a) The contractor shall get the mix design done through Govt approved lab and same shall be got approved from GE before incorporating in the work. b) 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. c) Contractor shall submit the authenticated weight batch receipt for every load of materials brought at site duly marked vehicle number.

M&L for applying evenly a tack coat with bituminous emulsion RS-1 @ 3.00 Kg/10 Sqm over existing surface etc complete all as specified.

M&L preparing old bituminous surfaces by brushing with wire brushes for removing cacked mud etc. and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a tack coat with bituminous emulsion RS-1 @ 5.00 Kg/10 Sqm over existing surface etc complete all as specified.

M&L for providing bituminous pre-mix asphaltic dense concrete 30 mm consolideted thickness with 5.5% binder content by (paving bitumen VG -30) weight of total mix. Laid with mechanical paver rolled and compacted to required camber and gradient with 8 to 12 ton power roller complete all as specified and directed. Note: The contractor quoted rate shall be deemed to include the following elements: a) The contractor shall get the mix design done through Govt approved lab and same shall be got approved from GE before incorporating in the work. b) 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. c) Contractor shall submit the authenticated weight batch receipt for every load of materials brought at site duly marked vehicle number.

M&L for preparation of New/existing black bituminous road/concrete surface and painting lines dashes (continuous/interrupted), arrows,letters etc on road 2.5 + 0.5mm thick and n. exc 10cm wide with one coat of hot applied white /golden/yellow auto retro-reflective thermoplastic road marking paint with reflectory glass beads on bituminous road all as specified in clause 803.40 of MOSRT&H specification over a coat of self primer using special applicator machine as per IRC pattern including cleaning of road surface free from dust & moisture and putting in duly mixed with 8% mica sign special applicatore machine complete all as specified and directed by Enger-in-Charge

PAVEWAY CONSTRUCTIONS PRIVATE LIMITED

M/s DEVRATAN ENTERPRISES