RE-CARPETING OF V-3 ROADS ON SUKHNA PATH (JN. 36 TO JN. 51, JN. 61 TO UT BOUNDARY) AND CHANDI PATH (JN. 62 TO JN. 52) AND SMALL CHOWNK SECTOR 48-49 IN THE JURISDICTION OF MUNCIPAL CORPORATION CHANDIGARH

Providing and laying tack coat with bitumen VG-10 @ 3.0 kg/10 sqm using sprayer pump on prepared surface heating bitumen in boiler and spraying bitumen with spray set fitted on bitumen boiler including cleaning of road surface with complete in all respect as per MORT&H specification and to the entire satisfaction of the Engineer-in-charge.

Providing and laying Tack Coat with bitumen VG-10 using sprayer @ 2.5kg/10 sqm on prepared bituminous surface, heating bitumen in boiler and spraying the bitumen with spray set fitted on bitumen boiler cleaned with complete in all respect as per MORT&H specification to the entire satisfaction of engineer in charge.

Providing and laying Crack seal required for filling cracks =9.8 Kg/Sqm produced with HOT Mix Plant using crushed aggregates confirming to specification of crack seal-Type 2 (Ref. Table 500.27 of MORT&H specification 5th rev.) premixed with straight run bitumen VG-30 grade @ 10.5% (by wt. of total mix), transported to site laid to required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction complete as per Clause 507 of MORT&H specifications (5th revision). (Ref.5.21) [Crack Prevention Courses]

Providing and applying primer coat with bitumen emulsion (Rapid Setting, packed) on prepared surface including cleaning of road surface and spraying bitumen at the rate of minimum 6 Kg./10sqm with bitumen pressure sprayer complete in all respects as per clause 502 of MORT&H specification ( 4th edition) complete in all respect in all respects and to the entire satisfaction of the Engineer in charge.

Providing and laying 40 mm 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 –II 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.

Providing and laying Dense Graded Bituminous Macadam with mechanical paver after mixing aggregates and bitumen as per design mix in Hot Mix Plant using @ 4.5% (by wt of total mix) bitumen VG -30 of total mix with aggregate conforming to relevant specification laid in MORT&H specification clause 505 with grading conforming to Table 500-10 grading II of MORT&H specifications (5th revision) and rolling with smooth wheeled, vibratory and tandem rollers as per clause 501.6 and 501.7 to achieve the desire density of dense graded bitumen macadam as laid 2.3 gm/cc & to the entire satisfaction of Engineer-in-Charge.

Dismantling of existing Kerbs and stacking the serviceable kerbs properly at site and disposal of the unserviceable kerbs average lead of 1000 Mtr.

Dismantling of existing Channels and stacking the serviceable channels properly at site and disposal of the unserviceable channels average lead of 1000 Mtr.

Refixing of existing old Kerb Analysis of rate for Refixing of dismantled kerb with cement sand mortar 1:2 complete in all respect and to the entire satisfaction of the Engineer -in-charge.

Providing and fixing factory manufactured precast concrete kerb of size 300mm x 300mm having 100mm 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 kerb with cement mortar 1:2 complete in all respect and to the entire satisfaction of thr Engineer in charge.

Providing and fixing factory manufactured precast concrete kerb of size 300mm x 300mm having 150mm 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 kerb with cement mortar 1:2 complete in all respect and to the entire satisfaction of thr Engineer in charge.

Refixing of existing old Channel Analysis of rate for Refixing of dismantled channel with cement sand mortar 1:2 complete in all respect and to the entire satisfaction of the Engineer -in-charge.

providing and fixing factory manufactured precast concrete channels of size 300 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 kerb with cement mortar 1:2 complete in all respects and to the entire satisfaction of the Engineer-in-Charge. N.S.

Providing and applying of hot thermoplastic compound 2.5mm thick for edge lines, centre lines, stop lines, zebra crossings, letters, numerals, diagonals and chembrons etc. including reflectorising glass beads @250gms. Per Sqm. Area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to level, uniform and free from streks and holes. The thermoplastic compound shall be screeded/extruded on the surface in moltan state by suitable machine capable of controlled preparation and laying of surface application of glass beads at a specific rate. The marking should be capable of resisting deformation by traffic, it should not be slippery when wet and marking shall not deteriorate by contact with sodium chloride, Calcium chloride or oil dropping from traffic. The material shall be free from all skin, dirt and foreign objects and shall comply as per table 800-9 and 800-10 complete in all respect as per Clause 803.4.1 of MORT&H specification (5th revision) and to the entire satisfaction of Engineer-in-Charge.

Providing and applying of hot thermoplastic compound 5mm thick for edge lines, centre lines, stop lines, zebra crossings, letters, numerals, diagonals and chembrons etc. including reflectorising glass beads @250gms. Per Sqm. Area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to level, uniform and free from streks and holes. The thermoplastic compound shall be screeded/extruded on the surface in moltan state by suitable machine capable of controlled preparation and laying of surface application of glass beads at a specific rate. The marking should be capable of resisting deformation by traffic, it should not be slippery when wet and marking shall not deteriorate by contact with sodium chloride, Calcium chloride or oil dropping from traffic. The material shall be free from all skin, dirt and foreign objects and shall comply as per table 800-9 and 800-10 complete in all respect as per Clause 803.4.1 of MORT&H specification (5th revision) and to the entire satisfaction of Engineer-in-Charge.

Providing and fixing of Raised Pavement markers (Cat eyes) of make 3m series/ Avery Denninson 80/C-80 confirmaing to SDTM D4280 type H with micro prismatic lens and both sides with 13 Sq cum 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 embebbing shanks complete in all respects and to the entire saticfaction of the Engineer in charge.

Manufacturing ,supplying and fixing retro reflective Cautionary sign boards consisting of 600 mm Dia sign boards and definition plate of Size 600x230mm made up of 3mm thick ACP sheet,rivted with 25x25x3mm angle iron frame, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other color combination including subject matter, message ,symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and welding the same with 3660mm high vertical post of M.S. angles of size 50x50x5 mm welded with hold fast of same size 225 mm long at the bottom end to be embedded in ground with cement concrete 1:2:4 block of size 300 x 300 x 450mm. The plate is to be processed by stove enamel paint of approved brand and painting white and black color alternate bands of 300mm long over one coat of priming coat to vertical post and steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat, complete in all respects and to be entire specification of Engineer—in charge

Providing and fixing dual - directional dielinator made out of 16gauge M.S. rectangular pipe of size 25x68mm and of length 750mm. Pipe funished with deluxe multi surface paint two or more coate. Head made out of ABS plastic rectangular moulded with flat face provided with High intensity prismatick reflectors of colour (white/yellow /red) of size 100x125mm with additional 2 reflective strips of 25mm wide Embedded in CC 1:2:4 of bock size of 9" x9" x 12" complete in all respect to the entire satisfaction of Engineer-in-charge.

Providing and applying bitumastic paint one coat of approved quality duly ISI marked on the cement concrete surface of alternate kerbs after cleaning the surface with painting brush and arrangement of traffic control by providing three legged jhandies and cautionary boards etc. complete in all respect and to the entire satisfaction of Engineer -In-Charge.

Providing and applying white washing (One or more coats) on the cement concrete surface of alternate kerbs after cleaning the surface with painting brush and arrangement of traffic control by providing three legged jhandies and cautionary boards etc. complete in all respect and to the entire satisfaction of Engineer -In-Charge.

Providing and fixing of Speed imit board of Size 1620 x 920mm made out of 3mm thick ACP Sheet fabricated with fram of M.S. rectangular pipe of 75 x 40 mm of 3mm thick having three numbers pipe In horizontal and two pipes in vertical position. The ACP sheet shall be fixed with aluminum alloy sheet rivets at suitable intervals on both sides of frame. The front side of board shall have retro reflective micro prismatic sheet type IV (HIP) and printed overlay to be fixed on reflective sheet. The support frame of M.S. rectangular pipe 75 x 40mm having 2100mm clear hight from ground to the bottom of board and 600mm in ground to be emebedded in C.C. 1:2:4 including painting of two or more coats of epoxy paint including priming coat and preparation of surface complete in all respect and to the entire satishfaction of Engineer-in-charge.

Providing and fixing of Pedestal type five arrow reflective sign board made of 1.2 mm thick CRC sheet of size 915mm x 250mm fixed on a frame of M.S. Squre pipe 25x25x1.5mm thick @1.10 kg/m with 2 Nos vertical posts of 760mm long with 75mm long hold fasts of same size. The base of front side of the board shall have white colour high intensity retro reflective sheet type IV with five nos arrows of red colour high intensity retro reflective sheet type IV fixed on it. The board will be painted with synthetic enamel paint of approved brand over one coat of primer and embedded in CC 1:2:4 in the block of 23cm x 23cm x 23cm complete in all respect and to the entire satisfaction of Engineer-in-Charge