SPL REPAIR TO ROADS IN SECTOR-I OF HAFT CHINAR UNDER GE 970 EWS

Amount

M&L for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 Sqm, exceeding 50mm but not exceeding 100mm deep, complete all as specified and directed.

M&L for 7.5mm thick (compacted thickness) water bound macadam with crushed course stone aggregates (granite, trap, basalt) of grading 2 (63 to 40mm size), spread, rolled and consolidated to required gradient and camber, complete all as specified and directed.

M&L for rolling and consolidating road formation surfaces in cutting with power roller Exec 8 tonne & n exc 12 tonne, watering as necessary including filing hollows and depression to required gradient an camber complete as specified. Power roller Exc 8 tonne & n ex 12 tonne, complete all as specified and as directed.

Preparation of unsurfaced water bound macadam by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces 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 @ 10 Kg/ 10 Sqm of paving bitumen of Grade VG-10, complete all as specified and directed.

Preparation of black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces 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 @ 05 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 follwing 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.

M&L for bituminous premix asphaltic semi dense concrete (SDAC) 30mm 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 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 ajusted @ Rs. 60.00 Per Kg of bitumen.

Notes :- An amount of Rs. 100.00 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.

FIRDOUS AHMAD BABA (BID ID -3154674)

M/S SUHEEL CONSTRUCTIONS (BID ID -3148634)

SOFI CONSTRUCTIONS (BID ID -3145095)