SPECIAL REPAIR TO MT ROAD AT TIBRI MIL STN UNDER AGE B/R-I GE GURDASPUR

Amount

Rolling and consolidating formation surfaces in cutting using power roller exceeding a tonne but not exceeding 12 tonne complete all as specified and as directed by Engineer in Charge.

Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc 400 Sqm and depth exc 50 mm deep but not exc.100mm deep complete all as specified and directed

Material and labour 7.5cm thick (compacted thickness) WBM with coarse aggregates of (Granite, trap or Basalt stone) of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber with 8 to 10 Tonne power road roller complete all as specified and directed

Material and labour for premix bituminous macadam laid with 4%binder contentpaving bitumin VG-30 by weight of total mix rolled with 8 to 10 tonne power road roller and compacted to required gradient and camber required.

M&L for Repair to pot holes of any depth, not exc 1 sqm each including sweeping free from dust and mud or water scoring sunken surfaces in roads, paths etc cutting around edges to at least 25mm in depth and making good by applying tack coat with paving bitumen @ 5Kg per 10 Sqm, putting in premixed bituminous macadam well rammed and sealed with binder @ 9.8Kg per 10 Sqm, blinded with 0.09 cum of stone chippings 6.3mm size and again well rammed to true surface (including supply of premix macadam binder and chipping to uniform surface) using paving bitumen complete all as specified and directed. Note : (a) Material for premixed bituminous macadam shall be mixed in hot mixing plant.

Material and labour for preparing unsurfaced water bound macadam surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer (using bitumin VG-10) paving bitumen at the rate of 10 kgs per 10 Square metre of road surface, laying rolling consolidating bituminous premixed asphaltic semi dense concrete 40mm consolidated thickness with 5.5% binder content (using paving bitumin VG-30 BY weight of total mix mixed in hot mechanical plant laid with mechanical paver rolled and compacted with 8 to 12 tonne power road roller to required gradient and camber complete all as specified and directed.

Material and labour 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/air compressor to remove all loose dirt etc and applying evenly a priming/track coat with bituminous primer (using paving bitumin VG-10)@ 5kg per 10 Sqm and laying bituminous Premixed semi dense asphaltic concrete 30mm consolidated thick with 5.5% binder content (using paving bitumin VG-30) by weight of total mix in hot mechanical plant laid with mechanical paver, rolled and compacted with 8 to 12 Tonne power road roller to required gradient and camber complete all as specified

Material and Labour for preparation of road surfaces , painting lines. marking lines dashes, arrows, letters etc on road pavement and the like of any width with using thermoplastic compound white paint hot applied 1.25 mm thick layer all as specified and directed. Note:- Marking shall be carried out with thermostat machine

Material and labour PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed by Engineer in Charge.

Material and labour precast kerb stone of PCC 1:2:4 (using 20mm graded stone aggregate), including fixing in position to te required line, level and curvature at or near ground level, set in cement mortar 1:4 including making joints with or without grooves (thickness of joints except at sharp curve shall not be more than 5mm) including making drainage opening wherever required complete all as directed by Engineer in Charger (Note:-1. Length of finished kerb edging shall be measured for payment and cutical contenta worked out accordingly. 2 Precast C.C. Kerb stone shall be approved by Engineer in Charge).

Preparation of new brick, stone, concrete, asbestos cement or plastered surfaces of any description over 10 cm girth or width not otherwise described and applying two coats of synthetic enamel paint over a coat.

M&L for hard core broken stone 150m thick gauge 63mm complete all as specified and directed

M&L for PCC 1:2:4 type B2 using graded stone aggregate 100mm thick as in sub base etc.complete all as specified and directed

M&L for Stone sett. flooring (Granite, basalt or Trap) with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed, bedded in cm 1:3, 20mm thick, joints grouted in CM 1:2 with an admixture of metallic floor hardener, 5% by weight of cement and struck flush complete all as specified and shown on drawings.

M&L for Edge stone to flooring with stone setts of size 250 to 300mm long, 150 to 200mm wide and 450mm deep and sides dressed, bedded in cm 1:3, 20mm thick, joints grouted in CM 1:2 with an admixture of metallic floor hardener, 5% by weight of cement and struck flush complete all as specified and shown

Sandeep Kumar

M/s Trade Linker Associates

GORAYA AND CO