REPAIR TO ROAD AND ROAD FURNITURE UNDER AGE B/R-II AT TIBRI MIL STN UNDER GE GURDASPUR

Amount

Material and labour for Scarifying or piciking up gravelled macadam or bituminous macadam surface in area exc 400 Sqm (exc 50mm but not exc 100 mm deep) including dracking over and grading the broken up surfaces to proper camber and removing the unserviceable material to a distance n exc 50 mtr away and stacking serviceable material for reuse complete all as specified

Material and labour for 7.50 cm thick(Compackted thickness) WBM with coarse aggregate of (Granite, trap or basalt stone) of grading-2 (63 to 40mm) or of grading 3 (50 to 20mm size) spread, rolled and consolidated to gradient and camber with 8 to 12 Tonne power road roller complete all as specified and directed.

All as per srl items No. 2 above here-in-before but except materials complete all as specified and directed.

Material and labour for Preparing unsurfaced water bound macadam by brushing with wire brushes for rempving caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed.

Material and labour for Applying evenly a priming/tack coat with paving bituminous primer using paving bitumen VG-10 at 10 kg per 10 Sqm on unsurfaces water round macadams and laying bituminous premix Asphaltic Semi Dense Concrete, 40 mm consolidated thickness with 5.50% binder(Paving Bitumen VG-30) content by weight of total mix, laying spreading uniformly by means of mechanical paver, rolled and compacted to required camber and gradient with 8-12 tonne power roller complete all as specified and directed Note (a) Material for premixed carpet and sand seal coat shall be mixed in hot mixing plant. (b) Mix design of bituminous SDAC will be got done from approved lab. (c) The premix carpet shall be laid with mechanical paver.

Material and labour for Preparing black top surface(in patches) 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 complete all as specified and directed.

Material and labour for Applying evenly a priming/tack coat with bituminous primer (paving bitumen vg-30) @ 5 Kg per 10 Sqm and laying bituminous premixed semi dense asphaltic concrete 30 mm thich(minimun consolidated thickness) with 5.5% binder required fradient and camber complete(in patches) all as specified. Note (a) Material for premixed carpet and sand seal coat shall be mixed in hot mixing plant. (b) Mis design of bituminous SDAC will be got done from approved lab. (c) The premix carpet shall be laid with mechanical paver.

Material and labour for Repair to pot holes any depth, not exc 1 sqm each including sweeping free from dust, mud or water, scoring sunken surfaces in roads, path etc cuttting around edges to at least 25 mm in depth, making good by applying tack coat VG-30 @ 5 Kg per 10 Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 Kg/10 Sqm binded with 0.09 Cum of stone chipping 6.3 mm size and again well rammed (including supply of premixed macadam binder and chippings) complete all as specified and directed.

S&F in repair cat eye solar reflective type of metal body alloy of size 100x100x20mm with PMMA sttiplens reflector of model no DA 972.0 fixed with and including MS stud of suitable size as per manufactures instruction

M&L for preparaton of bituminous surfaces of roads and marking 1.25mm thick centre line, stop lines dashes, arrows and the like n nxc 10cm wide on roads pavements, with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufactures instruction complete all as specified and directed.

Material and labour for premix bituminous macadam laid with 4% binder contentpaving bitumen VG-30 by weight of total mix rolled with 8 to 10 tonne power road roller complete and compactged to required gradient and camber reqd complete all as specified and directed.

M&L for continous modular brick edging with width equal to the depth of the brick, laid, dry, on edge complete all as specified and directed.

Demolition of cement concrete (unreinforced/ reinforced) in above ground floors and pavings n. exc 15 cm thickness (above ground level) of any description and in any position complete all as spcified and directed by Engr-in-charge.

Material and labour for providing cement con crete type B-1 in 1:2:4 (using 20 mm graded stone aggregate , in lintels upto 1.50 m clear , cills , steps , seismic and other similar bands , plinth couses , string courses , lacing courses , parapets and railing upto 60 cm in height , copings , knelers , apex stones , bed plates water troughs and the lkike including weatheing , slightly rounded or chamferedc angles and throating as directions in sub base floor, complete all as specified & directed.

M & L for 75 mm thick cement concrete type C-2 in 1:3:6 (using 40 mm graded stone aggregateas in sub base floor for raised level complete alll as specified and directedby EIC.

M & L machine pressed precast concrete interlocking paver block any shape and size conforming to IS 15658 -2006 of 60mm thickness , M-35 with grey cement and no pigment complete all as specified.

M & L for chequred cement concrete 300 mm x 300 m x 25 mm set jointed and pointed in neat cement slurry in floorswith grey pigment cement and pigment on 15 mm screed bed in Cm 1 : 6 all as specified & directed.

Sandeep Kumar

Harbhajan electric co

M/s Trade Linker Associates