SPECIAL REPAIR TO INTERNAL ROAD AT DIFFERENT LOCATION OF 61 CAVALERY UNIT AND HAMID VIHAR UNDER ZONE I AREA AT JAIPUR MIL STATION

Amount

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

M&L for 75 mm thick WMM, providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub base/base course on well prepared sub base and compacting with smooth wheel roller of 80KN to 100KN weight to achieve the desired density etc complete all as specified and directed.

Labour only for 75 mm thick WMM, providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub base/base course on well prepared sub base and compacting with smooth wheel roller of 80KN to 100KN weight to achieve the desired density etc complete all as specified and directed. NOTE: Material obtained from scarifying vide Srl item No 01 shall be reused.

M&L for preparing un-surfaced WMM surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with air blown compressor to remove all loose dirt etc & applying evenly a priming tack coat with bituminous primer VG-10 @ 10 Kg per 10 Sqm etc including providing bituminous premix asphaltic semi dense concrete 40 mm thick (consolidated thickness) with mechanical paver, mixed at hot mix plant transported to site in tippers, chipping mixed with 5.5% of paving binder (VG-30) viscosity grade, rolled to uniform smooth surface with 8 to 12 tonne power roller and compacted to required camber and gradient complete all as specified and directed. NOTE:- (i) Work shall be executed as per job mix formula approved by Accepting Officer. (ii) Bitumen content as per design mix is found to be less than 5.5%, the short of bitumen shall be recovered at the rate of Rs 50/- per Kg and no adjustment shall be made if the bitumen content as per design mix found to be more than 5.5% same shall be provided without any extra cost to the Govt.

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

M&L for premix bituminous macadam mixed laid with mechanical paver and 8 to 12 tonne power roller and compacted to required gradient and camber (Consolidated thickness 75mm or less) applying priming/tack coat with bituminous primer (VG-10) viscosity grade @ 10 Kg per 10 Sqm etc with paving bitumen 4% binder (VG-30) contents complete all as specified and directed. NOTE:- (i) Work shall be executed as per designed mix (job mix formula) approved by GE. (ii) If the bitumen content as per design mix found to be less than 4%, it shall be recovered at the rate of Rs 50/- per Kg for short of bitumen. If bitumen content found to be more than 4% as per design mix same shall be provided without any extra cost to the Govt.

M&L for preparing black top surfaces of road 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, applying priming/tack coat with bituminous primer (VG-10) viscosity grade @ 5 Kg per 10 Sqm etc including providing bituminous premix asphaltic semi dense concrete 30 mm thick (consolidated thickness) with mechanical paver, mixed at hot mix plant transported to site in tippers, chipping mixed with 5.5% of paving binder (VG-30) viscosity grade, rolled to uniform smooth surface with 8 to 12 tonne power roller and compacted to required camber and gradient complete all as specified and directed. NOTE:- (i) Work shall be executed as per job mix formula approved by GE. (ii) Bitumen content as per design mix is found to be less than 5.5%, the short of bitumen shall be recovered at the rate of Rs 50/- per Kg and no adjustment shall be made if the bitumen content as per design mix found to be more than 5.5% same shall be provided without any extra cost to the Govt. complete all as specified and directed.

Repair to pot holes up to depth of 30 mm, not exceeding 1 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, but making good by applying tack coat at 5 Kg per 10 sqm including providing premixed bituminous macadam etc complete all as specified and directed

M&L for cleaning and preparing the road surfaces for road marking with reflective thermoplastic white road marking paint conforming to BIS 3262, laid through road marking machine in a layer painting lines, dashes, arrows, letters etc on roads, pavements and the like exceeding 10 cm wide with road marking paint, white or golden yellow of CRYSTALEX, using 5 Kg material per square meter by incorporating the white glass beads for reflectivity in 100 mm width.etc complete all as specified & directed.

S&F in repair cat eyes 110X120X20mm etc complete all as specified and directed. Make: Cat Part Model NO DA 972 of Dark eye or equivalent as in /Tata VPI/ Gogia Plastic/3M

S&F in replacement solar cat eyes (studs) made of aluminium di-casted body, 100% waterproof, both side reflectors, designed according to IP 65 of size 125mm x 125mm x 25mm with shank not less than 60mm length, high efficiency mono crystalline solar panel (2.5 V/0.3 watt), one Ni-Mh or Ni-cd rechargeable battery (1.2 V/1600 MA) having si80x super bright LEDs with 10000 to 18000 mcd (millicandela) view distance upto 1000 metre and flush road bearing capacity 10 MT, fixing in road by drilling a hole and with epoxy hardener etc as per manufacturer’s instructions at the location etc complete all as specified and directed. Model:- “DHRUV in dark eye or equivalent in TATA BP/Gogia Plastic/ Tata VPI as approved by GE.

Demolition Cement concrete (unreinforced ) concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) etc complete all as specified and directed.

M&L for 100 mm thick PCC type D-2, (1:4:8) using 40mm graded stone aggregate as in sub base, foundation, filling and mass concrete etc. complete all as specified and directed.

Demolition of stone slabs and tiles of any description or thickness in floors, aprons laid bedded and pointed in any mortar and removal of same from outside MOD land etc complete all as specified and directed.

M&L factory made machine pressed precast concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade, with grey cement and pigment laid over and including 25mm thick sand cushion layer etc complete all as specified and directed.

M&L factory made machine pressed precast concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade, with colour pigment laid over and including 25mm thick sand cushion layer etc complete all as specified and directed.

Labour only for machine pressed precast concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade, with grey cement and pigment laid over and including 25mm thick sand cushion layer etc complete all as specified and directed. NOTE: Serviceable tiles retrieved vide Srl item No 14 shall be reused.

Dismantling of Bricks (laid flat or on edge) or brick tiles in floors, channels, kerbs, aprons, etc. (each layer) and laid bedded and pointed in any mortar etc. complete all as specified and 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 and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required etc. complete all as specified and directed.

M&L for Broken stone or boulders Hardcore of guage exc. 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface etc. complete all as specified and directed.

Schedule of Credit

JAGDAMBA CONSTRUCTION COMPANY

SAI MAX INFRAPROJECTS