Recarpeting of Approach Road Parking Area and Relaying of Pathways at Govt Multi Sepciality Hospital Sector 16 Chandigarh

Providing and laying tack coat with bitumen VG-10@ 3.00 kg/10 sqm using sprayer pump on prepared surface heatingbitumen in boiler and spraying bitumen with spray set fitted on bitumen boiler including cleaning of road surface with complete in all respect as per MORTH&H specification and to the entire satification of the Enginer-in-side. N.S.

Providing and laying 30mm thick bituminous concrete as per clause 507 of MORT&H specification with mechanical paver after mixing aggregate and bitumen as per design mix in Hot mix plant using minimum 5.4% bitumen of grade VG- 30 and using both coarse and fine aggregate filler stone dust @2% by weight of aggregate confirming to relevant specification laid in MORT&H specification clause 507.2.2 and 507.2.3 with grading confirming to table 500.17 gradation –2 of MORT&H specification and density of bituminous concrete as laid 2.35 gm/cc complete in all respect as per MORT&H specification and to entire satisfaction of Engineer-in-charge.N.S.

Providing and fixing of Raised Pavement markers (Cat eyes) of make 3m series / Avery Denninson 80 / C-80 confirming to ASTM D4280 type H with micro prismatic lens on both sides with 13 sq cm retro-reflective surface area in each lens, having two no. 3cm shanks and fixing the same with suitable epoxy after cutting the road surface for embedding shanks complete in all respects and to the entire satisfaction of the Engineer in charge.N.S.

Providing and applying 2.5mm (minimum) thick thermoplastic road marking paint for edge line, central line, stop line, segregation line, zebra crossing, arrows and other road signs etc. The thermoplastic material should be homogeneously composed of pigment, hot resin and glass reflectorising beads @0.250 Kg/Sqm. The gradation of glass beads must be as per table 800.4 and properties of material should be as per table 800.3 of MORT&H specification (5th revision). The work should be complete in all respects and to the entire satisfaction of Engineer-in-charge.N.S.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) DSR 15.2.2

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). DSR 5.1.3

Dismantling of existing Kerbs and stacking the serviceable kerbs properly at site and disposal of the unserviceable kerbs and channels average lead of 1000 mtr. N.S.

Dismentling of exixting tiles and stacking the sreviceable tiles propery at the site and disposal of the unserviseable tiles average lead of 1000 meter. N.S.

Providing and fixing factory manufcaturing P.C.C Tiles having size 300x300x50mm duly vibrated mechanically and compacted made of PCC 1:2:4 duly cured and finished fixed on the 25mm thick sand bed .The rate further include filling of joints between tiles with cement mortar 1:2 complete in all respect and to the entire satisfaction of thr Engineer in charge. N.S.

providing and fixing of factory manufactured precast concrete kerb of size 300mm x 300mm having 150mm thickness with one edge semi rounded duly vibrated mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerbs / channels with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-in-charge. N.S.

Dismantling of existing Channels and stacking the serviceable channels properly at site and disposal of the unserviceable kerbs and channels average lead of 1000 mtr. N.S.

providing and fixing of factory manufactured precast concrete channel of size 300mm x 300mm having 75mm thickness duly vibrated mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerbs / channels with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-in-charge. N.S.

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