SPL REPAIR TO ROAD, PATH, ROAD FURNITURE AND PAINTING AT AJMER MIL STN UNDER GE NASIRABAD

Amount

Scarifying or picking gravelled, exceeding 50 mm deep but not exceeding 100 mm deep on macadam or bituminous macadam surfaces in area not exceeding 400 sqm complete all as specified and as directed.

M&L for WBM of avg 7.5 cm thick each (compacted thickness) incl necessary filling of dubbing out where required with coarse aggte of grading 2 (63 to 40 mm size, spread rolled and consolidated to camber reqd (type of aggte) (limestone, sand stone, flint or quartzite) complete all as specified and as directed.

M&L for preparing surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bages to remove all loose dirt etc, unsurfaced water bound macadam complete all as specified and as directed.

M&L for applying evenly a primer / tack coat with bituminous primer at 10 kg per 10 Sq mtr using cold type bitumenous primer complete all as specified and as directed.

M&L for premix bituminous macadam with paving bitumen not less than 4 % by weight laid / rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) as filling of pot holes and patch repair complete all as specified and as directed.

Material and labour for bituminous premix asphaltic dence concrete 30mm consolidated thickness with 5.5% binder content as in semi-dense asphaltic concrete paving bitumen any penetration complete all as specified and as directed. (Note: Bitumen content exceeding 5.5 % shall not be paid for extra however less shall be adjusted in respective item.)

M&L for applying evenly a primer / tack coat with bituminous primer at 5 kg per 10 Sq mtr using cold type bitumenous primer complete all as specified and as directed.

M&L for preparing old surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bages to remove all loose dirt etc, black top surfaces complete all as specified and as directed.

M&L for bituminous premix asphaltic semi dence concrete 30mm consolidated thickness with 5.5% binder content as in semi-dense asphaltic concrete binder content paving bitumen any penetration complete all as specified and as directed. (Note Bitumen content exceeding 5.5 % shall not be paid for extra however less shall be adjusted in respective item.)

S&F in for stud (Cat Eye) ABS body conforming to IRC 67-1977 giving reflection on both sides including fixing with epoxy complete all as specified and as directed.

S&F in Solar Road studs made up of highly compressive materials , water resistant Alluminium alloy and polycarbonates 122 x 122x 20mm with 6 LED prismatic reflective lens on each side with stem fixed in road complete all as specified and as directed.

M&L for 2-3 mm thick and 100 mm wide thermo plastic reflective painting white or golden yellow all as specified as on road surfaces in marking speed breakers, centre line, edge line etc complete all as specified and as directed.

S & F in repair 70-80 mm thick sand stone kerb of roughly rectangular stones not less than of size- length 60 cm and width 30 cm , dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 6mm for top and exposed surfaces of sides and 20mm for the rest of surfaces jointed in cement mortar 1:6 and struck flush complete all as specified and as directed.

Exavating in post holes (or similar holes) each n.exc 0.5 cum getting out in soft/lose soil returning, filling in and ramming earth in layers n.exc 25cm, watering and removing surplus soil to a distance n.exc 50m and making good surfaces complete all as specified and as directed.

M&L for PCC 1:3:6 type C-2 using 40mm graded aggregate as in foundation filling and mass concrete complete all as specified and as directed.

M&L for 1.65mm thick & 50 mm bore (outer dia 60.3mm) Stainless Steel pipe of schedule 5 S sign board complete all as specified and as directed.

S&F informatory sign board in reqd size and each sign board made of two 4mm thick aluminium composite panel (ACP), both side face to fully covered with 3M scotchlite brand high intersity prismatic grade retro-reflective sheet shall be ASTM D 4956 Type IV in required colour. The retro-reflective sheet shall be processed on ACP by 3M equipment heat lamp vacum applicaror and letter, signs and symbol shall be cut by computerized plotter or digital printed on retro-reflective sheet with high quality eco-solvent digital Roland and fabricated out of high internsity prismatic grade sheeting with text matter (as reqd) and border of same sheeting. Signboard shall be supplied along with supported circular hollow stainless steel section frame of size 25mmx25mmx1.29mm thick along with proper clamping with same section of stainless steel and nut bolts/welding, complete all as specified and as directed.

Material & Labour cement concrete in foundation filling incl mass concreting PCC (1:4:8) type D-2 using 40mm graded stone aggregate complete all as specified and as directed.

Material & labour for PCC 1:2:4 type B-1 ( using 20mm graded mechanically crushed stone aggregate) as in bed blocks, copings, apex stones,side of interlocking tiles etc complete all as specified and as directed.

Material & labour for Machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade laid over 50mm thick Sand cushioning layer etc complete all as specified and as directed.

S&F in repairs road safety convex mirror 80cm dia incl fixing on 100 mm bore GI pipe medium grade with total height of 2.00 mtr duly painted incl excavation in post holes in any type of soil and filling of mass concrete (1:4:8) type D-2 using 20mm graded stone aggregate in foundation (0.30x0.30x0.40m) removal of surplus soil and making good exting surface complete all as specified and as directed.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level curvature, jointed with cement mortar 1:3 (1 cement 3 coarse sand), including making joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed

BSB CONSTRUCTION COMPANY (BID ID -3185306)

MITTAL ENTERPRISES (BID ID -3183001)

M/S AL ASMA ENTERPRISES (BID ID -3192034)