REPAIRS TO ROAD OF SPL MT, 4 SQN PERIMETER OF BOUNDARY WALL ETC AT AF STN UTARLAI

Amount

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 etc and applying evenly a priming/tack coat with bituminous primer of grade VG10 at the rate of 5.00kg per 10sqm on black top bituminious surfaces etc complete all as specified and as directed.

M & L for premix bituminous macadam (Consolidated thickness 75mm or less) using paving bitumen (VG-30) 4% by weight of total mix, spread, rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller complete all as specified and directed. Note :- (i) In case the binder contents by weight of total mix is less than 4% as per actual design mix, the price adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work. If the total binder contents as per design mix is more than 4%, no price adjustment shall be made for the same. (ii) Job mix formula for premix bituminous macadam shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE.

M & L for bituminous premix semi dense asphaltic concrete 30mm consolidated thickness using paving bitumen VG-30 with 5.5 % binder by weight of total mix Rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller complete all as specified and directed. Note :- (i) In case the binder contents by weight of total mix is less than 5.5% as per actual design mix, the price adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work. If the total binder contents as per design mix is more than 5.5%, no price adjustment shall be made for the same. (ii) Job mix formula for Semi dense asphaltic concrete shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE.

Repair to potholes any depth, not exc 1 sq m 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 filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed.

M&l for marking 2.5mm thick centre line side line stop line dashes arrow brackets & similar work 10cm wide and over on road surfaces as per IRC pattern with thermo plastic paint of approved quality & make with 8% glass beads laid at temperature of 160 degree centigrade with a special applicator machine complete all as specified & directed.

Demolition of cement concrete of any description and in any position not otherwise specifically provided as in floor/paving and removing the same upto 1.00 Km or outside the MD land complete all as specified and directed.

M&l for cement concrete work in pavement/hardstanding of flexural strength 40kg/per Sqcm in field using 400 kgs of cement per cubic meter, thickness of cocrete 25cm or less including finishing surface concrete floor/hardstanding by brooming when concrete is green complete all as specified and directed.

M&l for PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in sub base and foundation concrete comlete all as specified and directed.

M&l for forming construction joint 10mm wide and 30mm deep and filling with sealing compound Grade 'B' complete all as specified & directed.

M&l for forming construction (dumy) joint 65mm deep and 10mm wide filled with sealing compound Grade 'B' complete all as specified & directed.

M/S LAXMAN CONSTRUCTION COMPANY