CWEK-24/864 EWS/2024-25 REPAIR TO INTERNAL ROAD, HARDSTANDING, ROAD FURNITURE AT BB CANTT, SRINAGAR UNDER GE 864 EWS (JOB NO- TPP-2024-25)

Amount

M&L for preparing unsurface water bound macadam 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 as directed by Engineer-in-Charge.

M & L for 7.5cm thick (compacted thickness) WBM,with coarse aggregate Granite,trap or Baslat of grading 2 (63 to 40 mm size) or of grading 3 (50 to 20 mm size), spread, rolled and consolidated to gradient and camber required with 8 to 12 tonne power roller complete all as specified and directedby Engineer-in-Charge.

Material and labour for preparation of black top surface and unsurfaced WBM by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc, complete all as specified and as directed by Engineer -in-Charge.

Material and labour for applying evenly a priming/tack coat with bituminous primer of GRADE VG-10 @ of 10 KG per 10 SQM using paving bitumen complete all as specified and as directed by Engineer -in-Charge.

Material and labour for applying evenly a priming/tack coat with bituminous primer of GRADE VG-10 @ of 5 KG per 10 SQM using paving bitumen complete all as specified and as directed by Engineer -in-Charge.

Material and labour for applying evenly a priming/tack coat with bituminous primer of GRADE VG-10 @ of 3 KG per 10 SQM using paving bitumen complete all as specified and as directed by Engineer -in-Charge.

Material and Labour for premixed bituminous macadam (consolidated thickness 75mm or less ) laid / rolled and compacted to required gradient and camber required by using power roller 8 to 12 Tonne capacity , using binder content of 4% by weight of total mix using paving bitumen of grade VG-30, complete all as specified and as directed. Note- (i) Bituminous premix macadam prepared in central computerised hot mix plant. complete all as specified and as directed by the Engineer-in-Charge. (ii) Design mix shall be got done by the contractor at his own expenses from laboratory and got approved by GE before commencement of work ,complete all as specified and as directed by Engineer -in-Charge.

Material and labour for laying bituminous premix semi dense asphaltic concrete 30mm (consolidated thickness) in single layer using with 5.5% of binder content (grade VG-30) by weight of total mix, rolled and compacted to required camber and gradient using self propelled mechanical paver and rolled with 8 to12 tonne capacity vibratory road roller rolled to uniform smooth surface ,complete all as specified and as directed by Engineer -in-Charge. Note- (i) Bituminous premix semi dense asphaltic concrete shall prepared in central computerised hot mix plant. complete all as specified and as directed by the Engineer-in-Charge. (ii) Design mix shall be got done by the contractor at his own expenses from laboratory and got approved by GE before commencement of work. complete all as specified and as directed by Engineer -in-Charge.

Material and labour for repair to pot holes of any depth not exceeding 1.00 Sqm each including sweeping free from dust and mud or water scoring sunken surfaces in roads/path etc cutting around edges to at least 25mm and more as per site requirement in depth and making good by applying tack coat with bitumen of grade VG-10 @ of 5 Kg/10 Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 Kg per 10 Sqm, binded with 0.09 cum of stone chipping 6.3mm size and again well rammed (including supply of premixed macadam binder and chipping) depth of pot holes exceeding 30mm rolled with power roller 8 to 12 Tonne capacity ,complete all as specified and as directed by Engineer -in-Charge. .

M&L for preparation of new road surface and applying 2.5mm thick retro reflective thermo plastic road marking paint with glass beads exc 10cm with or girth hot applied on road surface mechanically with special applicator machine all as per manufactures instruction confirming to BS-6088 and according to the specification laid down in IRC and MORTH completed all as specified and directed by Engr-in-Charge.

Dismantling & Re-fixing of Delineator of any type and specification including embedding in PCC 1:2:4 (150 x 150 x 300)mm type B-1, completed all as specified and directed by Engr-in-Charge.

Dismantling & Re-fixing of Spring Post (flexible type) & solar studs including screw size 12mm and min 75mm long with adhesive solution approved by Engineer-in-Charge and as per manufactures instruction completed all as specified and directed by Engr-in-Charge.

Dismantling & Re-fixing of PVC Speed breaker of any type and specification including screw Size 12mm and min 75mm long with adhesive solution approved by Engineer-in-Charge and as per manufactures instruction completed all as specified and directed by Engr-in-Charge.

M/S RATHER CONSTRUCTION CO (BID ID -3058658)

AHMED CONSTRUCTIONS AND INFRA PVT LTD (BID ID -3059294)

M/S BASHIR AHMAD MIR (BID ID -3048326)

M/S SUHEEL CONSTRUCTIONS (BID ID -3050647)