RESURFACING OF ROAD FROM DEF AND EMP COY OFFICE TO GEN ROOM AND DEPUTY GOC RESIDENCE TO VFSR LINK ROAD AT AWANTIPUR GARRISON UNDER GE 861 EWS

Amount

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400Sqm and thickness or depth exceeding 50mm and not exceeding 100mm and removing thereof as accounted under credit, complete all as specified and directed.

M&L 75mm thick (compacted thickness) WBM, with granite, trap or basalt with course aggregate of grading 2 (63 to 40mm size), or of grading 3 (50 to 20mm size), spread, rolled and consolidated to required gradient and camber using 10 to 12 tonne power road roller, complete all as specified and directed.

All as per item No 2 above but except materials.

M&L preparing unsurfaced 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 or mechanical air compressor to remove all loose dirt etc., complete all as specified and directed.

M&L for applying evenly a priming/ tack coat with bituminous primer at the rate of 10 Kg/ 10 Sqm of paving bitumen of Grade VG-10, complete all as specified and directed.

M&L for Premixed Bituminuous Macadam using 4% binder content of paving bitumen of Grade VG-30 by weight of total mix (consolidated thickness 75mm or less), laid using mechanical paver, rolled and compacted to required gradient and camber using 10 to 12 tonne power roller, complete all as specified and directed. Notes :- (a) Premixed Bituminuous Macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (b) The exact bitumen content required shall be determined by following the Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111:2009. The adjustment in rate due to variation in quantity of bitumen (if any) shall be priced at the rate of Rs. 60.00 Per KG of bitumen.

Preparing existing 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 or mechanical air compressor to remove loose dirts etc, complete all as specified and directed.

M&L applying evenly a priming/ tack coat with paving bituminous primer at the rate of 05Kg per 10Sqm of bitumen of grade VG-10, complete all as specified and directed.

M&L for bituminous premix asphaltic semi dense concrete (SDAC) 40mm thick (consolidated thickness) with 5.5% binder content of paving bitumen of Grade VG-30 by weight of total mix, rolled and compacted to required camber and gradient with using 10 to 12 tonne power roller and laying with mechanical paver, complete all as specified and directed. Notes :- (a) Bituminous premix semi dense asphaltic concrete shall be prepared in central computerised hot mix plant. (b) Design mix shall be got done by the contractor at his own expenses from NABL laboratory as decided by GE. (c) Contractor shall quote his rates by considereing binder contents @ 5.5% of total mix by weight, however in case of any variation in weight of binder contents on lower side as per actual mix design, the same shall be adjusted @ Rs. 60.00 Per Kg of bitumen.

M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc., and the line not exceeding 10cm width on roads pavements with hot applied thermo plastic road marking paint of approved while or golden yellow colour confirming to Bs 3262-1989 with special applicator machine all as per manufacturer's instructions, complete all as specified and directed.

Notes :- An amount of Rs. 13500.00 on account of Credit Schedule for Schedule 'A' Part-II shall be deducted from total quoted amount of BOQ to arrive at the contract sum.

M/S UNIQUE CONSTRUCTION (BID ID -3255702)

M/S SK ATLANTIC ENTERPRISES (BID ID -3258142)

M/s Bashir Ahmad Goru (BID ID -3257409)

Ashfaq Construction Company (BID ID -3258460)