SPL REPAIR TO ROAD AT A AND B GARRISON AT KHANABAL MILITARY STATION UNDER GE 861 EWS

Amount

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

M&L for 7.5mm thick (compacted thickness) water bound macadam with crushed stone aggregate of grading 2 (63 to 40mm size) or grading 3 (50 to 20mm), Granite, Trap or Basalt spread, rolled with 8 to 12 tonne power roller and consolidated to required gradient and camber, complete all as specified and directed.

M&L for Preparing 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.

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 8 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 applying evenly a priming/ tack coat with bituminous primer @ 5 Kg/ 10 Sqm of paving 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 using 8 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.

M&L Preparation of 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, and applying a priming/tack coat of paving bituman primer @ 5Kg per 10Sqm on old black top surface, complete all as specified and directed.

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 8 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.

Removing excavated soil to a distance exceeding 250 mtr but not exceeding 500 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point, complete all as specified and directed.

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 in width with applied hot thermoplastic road marking paint of approved colour (white or golden yellow), confirming to BS-3262-1989 with special applicator machine and including traffic diverson arrangement, complete all as specified and directed.

Excavation over areas, not exceeding 1.5 mtr deep and getting out in soft/loose soil, complete all as specified and directed.

M&L for plain cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in sub base in flooring, complete all as specified and directed.

M&L sand filling under floors or in foundations including watering and consolidation, complete all as specified and directed.

M&L machine pressed precast concrete interlocking paver block any shape and size with grey cement and no pigment confirming to IS 15658-2006 of 80mm thickness M-40 Grade complete all as specified and directed.

M&L for plain cement concrete 1:2:4, type B-1 (using 20mm graded crushed stone aggregate) as in copings, roof kerbs or mud stops, benching, haunching including necessary formwork, weathering/ slightly rounded or camfered angles, complete all as specified and directed.

Note :- An amount of Rs. 3,312.00 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 -3180333)

SHALIMAR BUILDERS (BID ID -3182888)