Special Repair Of Garhshankar To Santokhgarh Road, Garhshankar To Shri Anandpur Sahib Road On The Occasion Of 650th Birthday Of Shri Guru Ravidass Ji At Khuralgarh Sahib In Tehsil Garhshankar, District Hoshiarpur.

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.CSR 6.6

Cement concrete 1:4:8 CSR 10.10

Cement concrete 1:2:4 Complete CSR 10.13

Construction Of 8' High Retaining Wall

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved. CSR 9.3

Wire crates of specified dimensions from all directions of G.I. wire filled with boulders with square cut faces against the wire. 4 mm dia G.I. wire 15 cm x 15 cm mesh ( diagonal wise) CSR 23.38 (b)

Overhead sign board 6000x1500mm cantilever typedoublesidedas per IRC67-2012with high intensity Microprismatic grade retro reflective Sheetingasper ASTMD 4956–09 and asper IRC67–2012 fixedover 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminiumalloy rivets @200 mm c/c to back support frame of 40 x 40 x 6 mm angle iron supported on designed single support system of MS pipe and plates in the form of a cantilever type. Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 CSR 24.52 (b)

Overhead sign board 9000x1500mm simply supported typedouble sided as per IRC672012 with high intensity Microprismatic grade retro reflective Sheeting asper ASTMD 495609 and asper IRC67–2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5mm on both sided and fixing the same with suitable size aluminium alloyrivets@200mmc/c to back support frame of 40x40x6 mm angle iron supported on designed double support systemof MS pipe and plates in the form of a simply supported type truss made with 350NB pipe @50 kg per mtr as vertical support, 50NB pipe@ 4.50kg per mtr and 40NB [email protected] per mtr for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 of MORT&H specifications. Supplier shall provide awarranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012. Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 CSR 24.53 (a)

Overhead sign board 12000x1500mm simply supported type double sided as per IRC672012 with high intensity Microprismatic grade retro reflectiveSheeting asper ASTMD 495609 and as per IRC67 . fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5mm on both sided and fixing the same with suitable size aluminium alloyrivets @ 200 mmc/ c toback support frame of 40x40x6mm angle iron supported on designed double support system of MS pipe and plates in the form of a simply supported type truss made with 350NB pipe @50kg per mtr as vertical support, 50NB pipe@ 4.50 kg per mtr and 40NB pipe @3.61 kg per mtr for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 of MORT&H specifications. Supplier shall provide awarranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012. Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 CSR 24.54 (a)

Providing & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119-2015.