ADDITION/ALTERATION AND SPECIAL REPAIRS TO ROAD AROUND OYSTER BAY AT KATARIBAGH NAVAL BASE KOCHI

Amount

M&L for preparation of black top surfaces of old bitumen road and premixed macadam surfaces by brushing with wire brush 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 priming/tack coat with bituminous primer with cold emulsion @ 5Kg/10 Sqm using paving bitumen all as specified and as directed

M&L for Bituminous premix semi dense asphaltic concrete 40 mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient with paving bitumen any penetration using mechanical paver with 7% bitumen replaced by shreded waste plastic conforming to LDPE,HDPE,PET,Polyurathene and all other requirement as per IRC SP98-2013 complete all as specified and as directed.

M & L for repairs to pot holes any depth n.exc 1.00 Sqm each including sweeping free dust, mud or water scoring sunken surfaces in roads, paths etc, cutting around edges to at least 25mm in depth, making good by filling in screened and graded road metal, watering and well ramming (incl supply of road metal) and applying tack coat with cold emulsion @ 5Kg per 10 Sqm, putting in premixed bituminous macadam, well remmed and sealed with binder 9.8 kg per 10 Sqm, blinded with 0.09 cu m of stone chippings . 6.3mm size and again well rammed(including supply of premixed macadam,binder and chippings) depth of potholes exc 30mm but n.exc 50mm complete all as specified and directed

S&F for road reflective studs cat's eye made of ABS plastic of size 90mm x 100mm x 17mm ,electronically welded micro prismatic lens with abrasion resistant coating ,dynamically designed to with stand very highy impact load of 13635 Kg and fitted with 2Nos highly reflective reflector with a slope of 35 +/- 5 degree to base,reflective paneles on both side with at least 12 sqcm reflective area on each side complete all as specified fixed as per manufacturer's instructions and as directed . Note :- The luminance intensity shall be as per standard specification. The studs shall be fixed to road surface using the adhesive and conforming to specified procedure and as per manufacturers instructions.

M & L for preparing the surface and applying 2 mm thick road marking paints (retro reflective of shade /colour approved by GE using hot thermoplastic material ( to standard temp with gas ) @ 6.5 Kg /Sqm and glass beads @ 250 gm/ Sqm by fully semi-automatic thermoplastic paint applicator machine fitted with profile shoe ,glass bead dispenser,propane tank heater and profile shoe driven by experenced operator on road surface complete all as specified and and as directed

Demolition of brick work or stone/ boulder masonry built in cement mortar including disposal of debries all as specified and as directed.

Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and and as directed

M&L PCC 1:4:8, Type D-1 using 20 mm graded stone aggregate in surface channels and drains including necessary form work complete all as specified and directed.

M&L for Pre-cast cement concrete block masonry type B1 (1:2:4) (using 20 mm graded stone aggregate) with solid blocks, exc. 10 cm in width and setting in mortar 1:4, complete all as specified and directed.

M&L for rendering 15mm thick on fair faces of brick or concrete surfaces in cement plaster 1:4 finished even and smooth without using extra cement complete all as specified and as directed.

M&L PCC 1:2:4, Type B-1 using 20 mm graded stone aggregate as in area drainage,side wall , surface channels and bed slab including necessary form work complete all as specified and directed.

M&L for extra for forming fair finish to existing drain or channel 30 cm inner girth in cement concrete using extra cement including for forms , moulds,mitered /stopped ends etc complete all as specified and directed.

M&L for precast cement concrete cover slab for man hole, in type B-1, 1:2:4 using 20 mm graded aggregate set in CM 1:6 etc complete all as specified and directed.(Reinforcement shall be measured and paid seperately)

S&F TMT bars 10 mm dia and over in reinforcement cut to length, bent to shape required incl cranking, bending hooking and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

S&F TMT bars 6 to 8mm dia in reinforcement cut to length, bent to shape required incl cranking, bending hooking and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

Excavating in trenches in mud (foul position), for drains n exc 1.5 m wide and n exc 1.5m in depth etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out etc complete all as specified and directed.

Removing excavated soil material exe 1.5 KM and n exc. 50 KM and depositing where directed at a level n exc. 1.5 m above the starting point etc complete all as specified and directed.

ARANCO INFRASTRUCTURE

Hisham transport