Military Engineer Services Tender

M&L for WBM 150 mm thick compacted thickness in two layers of 75 mm each with course aggregate of grading II (63 to 40 mm) size spread, leveled and rolled and consolidated to required gradient and camber using granite trap or basalt stone complete all as specified and directed.

M&L for preparing unsurfaced WBM surface by wire brushing with wire brushed for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dust etc on unsurfaced WBM complete all as specified and directed.

M&L for applying evenly a priming tack coat with bituminous primer @ 10 Kg / 10 Sqm using paving bitumen on prepared WBM surface by mechancial sprayer complete all as specified and directed.

M&L for premixed bituminous macadam using paving bitumen of VG-30 grade with binder content 4% by weight of total mix and complacted to required gradient and camber laid by mechanical paver (consolidated thickness 50 mm or less) with 8 to 10 tonne power vibrator road roller etc complete all as specified and directed. Note :- (a) Premix concrete shall be mixed in hot mix plant by using design mix and transported from plant to work site and laid / spread by means of mechanical paver. (b) Contractor shall quote his rate on this basis as metioned in Above item if there is any variation in the actual binder content used, the rate shall be adjusted lowerside of binder used however no price adjustment shall be made of the binder content percentage is more as specified above.

Material & Labour for 30 mm thick (consolidated average thickness) bituminous premix asphaltic semi dense concerete with 5.5% % binder (of paving bitumen VG-30) content by weight of total mix, rolled & compacted with 08 to 10 tonne power road rolled to required camber and gradient complete all as specified and directed (Laying of bituminous premix asphaltic semi dense concrete with mechanical paver) complete all as specified and directed. Note :- (a) Premix concrete shall be mixed in hot mix plant by using design mix and transported from plant to work site and laid / spread by means of mechanical paver. (b) Contractor shall quote his rate on this basis as metioned in above item if there is any variation in the actual binder content used, the rate shall be adjusted lowerside of binder used however no price adjustment shall be made of the binder content percentage is more as specified above.

M&L for continuous brick edging with width equal to the depth of the brick of whole sub class 'B' brick old size laid on end vertically complete all as specified and directed.

Removing excavated material to a distance exceeding 50 m and not excedding 100 m & depositing where directed at a level n. exc. 1.5 M above the starting point complete all as specified and directed.