|
| 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MORD Technical Specification Clause 201.1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 2 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 3 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 4 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 5 | Dismantaling of flexible pavements and disposal of dismantled materials upto all lead. stacking serviceable and unserviceable materials separately As per MORD Technical Specification Clause 202.2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 6 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 7 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 8 | Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 9 | Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all liftand lead lead as per Technical Specification Clause 302.3 1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 10 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 11 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 12 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 13 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301.5 1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 14 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 15 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 16 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 17 | Construction of embankment with approved material obtained from borrow pits with all lift transporting to site, spreading , grading to required slope and compactingto meet requirement of Tables 300.1 and 300.2with all leadas per technical Specification Clause 301.51) Sakharwahi to Bhedoda Road Ta.Rajura |
| 18 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 19 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 20 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 21 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with All lead and liftas per MORD Technical Specification Clause 4071) Sakharwahi to Bhedoda Road Ta.Rajura |
| 22 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 23 | Construction of granular sub-base by providing Grading-I material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with vibratorywheel roller to achieve the desired density, complete as per Technical Specification Clause 401. 1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 24 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 25 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 26 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 27 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 28 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 29 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 30 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 31 | Construction of Earthen Shoulders as per Technical Specification Clause 407.1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 32 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 33 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 34 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 35 | Providing and constructing 50mm. thick ModifiedPenetration Macadam (MPM)road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting withstatic roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506etc. complete.Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates)1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 36 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 37 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 38 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 39 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg / sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 5031) Sakharwahi to Bhedoda Road Ta.Rajura |
| 40 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 41 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 42 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 43 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level by paver finisher to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type Aor Type B or Type C using waste plastic . 1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 44 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 45 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 46 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 47 | Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B, as per Technical Specification Clause 5101) Sakharwahi to Bhedoda Road Ta.Rajura |
| 48 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 49 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 50 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 51 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (Item No. 13.5 )1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 52 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 53 | Construction of dry lean cement concrete Sub- base over aprepared sub-gradewith coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding25mm,,cementcontentnottobelessthan150kg/cum,optimummoisturecontenttobe determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved byEngineer-in-charge , compacting withvibratory roller, finishing, curing andincluding preparation of sub-grade surface if required etc. complete.(As per PWD SOR 22-23) )Item No. 5.13)) 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 54 | White topping on concrete overlay for Urban roadConstruction of Thin White Topping plain cement concrete pavement of M-40 grade over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, replacing cement by fly ash to the extent of 15 per centand sand by 10 per cent, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction,construction and longitudinal joints with panel size of 1m X 1m, joint filler, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, polypropylene fiber as approved, curing compound, finishing to lines and grades as per drawing (Rate As per Approved by CE) 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 55 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and leadas per Technical Specification Clause 202. 1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 56 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 57 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 58 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 59 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 60 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 61 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 62 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 63 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material.1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 64 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 65 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 66 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 67 | Providing rubble filling of trap/ granite/ quartzite/ gneiss stones for foundations including filling voids with sand/ grit and compaction etc complete. 1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 68 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 69 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 70 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 71 | Providing concrete for plain cement concrete M-10in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 72 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 73 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 74 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 75 | Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 12041) Sakharwahi to Bhedoda Road Ta.Rajura |
| 76 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 77 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 78 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 79 | Providing and layingP.C.C. M-20 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 80 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Clause 1106. 1000mm Ø Pipe 1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 81 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 82 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 83 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 84 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Clause 1106. 750mm Ø Pipe 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 85 | Providing and laying cement concrete pipe of I.S.458/2003 NP Class-2 of 600mm diameter in proper line, level and slope including providing, fixing collars in C.M.1:2 and curing etc. complete. (600mm Ø Pipe) 1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 86 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 87 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 88 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 89 | Providing and laying concrete pipes of I.S.N.P. class of 300 mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.M.O.R.D. Specification Clause 1101 1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 90 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 91 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 92 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.M.O.R.D. Specification Clause 1101 1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 93 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 94 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 95 | Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. 1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 96 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 97 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 98 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 99 | Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. 1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 100 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 101 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 102 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 103 | Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. 1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 104 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 105 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 106 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 107 | Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 108 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 109 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 110 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 111 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 112 | Providing & Constructing CC M-15 TBM Stone of size 0.30x0.30x0.75m including excavation, CC M-10 for foundation, painting, lettering with MMGSY Logo, curing, finishing etc. complete.3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 113 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.11) Sakharwahi to Bhedoda Road Ta.Rajura |
| 114 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 115 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 116 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 117 | Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. 800mm x 600mm Rectangular1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 118 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 119 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 120 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 121 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 mmmade out of 3 mm aluminum sheet bonded with white retro reflective sheeting ofClass B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submitted to the Engineer in charge by the contractor/supplier. (PWD SSR 2022-23 item No. 6.29 (b)) 1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 122 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 123 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 124 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 125 | MMGSY Citizen\" s information Board- Providing and fixing of typical MMGSY Retro Reflective information board as peras per section1700 of MORD specifications and latest MMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottomduly rivetted with MSangles of 35 x 35x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing MMGSY Logo/ Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the MMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 126 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 127 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 128 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 129 | Sign Board of MMGSY Project Information :Providing and fixing of typical retro reflective MMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest MMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of ThreePlates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to twonos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the toplevel of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. MMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013 (11)/ 3/2019-Dir (Tech) dated 02.12.2019). Printing MMGSY Logo Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the MMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. 1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 130 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 131 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 132 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 133 | White washing two coats on parapet walls and white washing and geru lime painting to tree trunks including preparation of surface by cleaning scrapingetc. complete 1) Sakharwahi to Bhedoda Road Ta.Rajura 1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 134 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 135 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 136 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. 1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 137 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 138 | Standard Metal DelineatorRoad Delineators:Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings 1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 139 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 140 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 141 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 142 | Supplying andFixing of Molded Shank RaisedPavement Markers / Cat\"s Eyemade of polycarbonate and ABSmouldedbodyandreflectivepanelswithmicroprismaticlenscapableofprovidingtotalinternal reflectionofthelightenteringthelensfaceandshallsupportaloadof16000kg testedinaccordanceto ASTM D 4280 TypeH and complyingtoSpecificationsofCategoryA ofMORTH CircularNo RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submitatwoyearwarranty forsatisfactoryfieldperformanceincludingsti pulatedretro-reflectanceofthe reflecting panel, to the Engineer.1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 143 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 144 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 145 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 146 | Providing Speed Breaker1) Sakharwahi to Bhedoda Road Ta.Rajura |
| 147 | 2)NH 930 D To Sidheshwar Road Ta.Rajura |
| 148 | 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 149 | 4) SH 373 To Dhunki Nimni Road Ta.Korpana |
| 150 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600 mm diamade out of 1.5 mm aluminum sheet bonded with white retro reflective sheeting ofClass B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submitted to the Engineer in charge by the contractor/supplier. (PwD SoR 2022-23,3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 151 | Providing and fixing Cautionary/Warning sign boards in Octagone size of 900 mmmade out of 4 mm aluminum sheet bonded with white retro reflective sheeting ofClass B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint andsupported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submitted to the Engineer in charge by the contractor/supplier. (PwD SoR 2022-23, Item No. 6.31 (d)/ P.No. 56) 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 152 | Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W \"metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)\" (SSR It. No. Misc 7.30 / P.No. 73) 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 153 | Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deletarious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling trenches with excavated suitable material.3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 154 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 155 | Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 12033)MDR 45 To Shedwahi Road Ta.Jiwati |
| 156 | Providing and layingP.C.C. M-20 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 (Item No. 12.5 (II) (i) 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 157 | Supplying fitting, and placing TMT bar reinforcement in foundation complete as per drawing and technical spcifications Clauses 1000 & 12023)MDR 45 To Shedwahi Road Ta.Jiwati |
| 158 | Providing and layingR.C.C. M-25 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 12043)MDR 45 To Shedwahi Road Ta.Jiwati |
| 159 | Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wallto the full height compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 160 | Providing and laying 0.90meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 161 | Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.83)MDR 45 To Shedwahi Road Ta.Jiwati |
| 162 | Providing weepholes in plain concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(v) :20(h) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.73)MDR 45 To Shedwahi Road Ta.Jiwati |
| 163 | Providing and laying cement concrete Wearing Course M-30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.33)MDR 45 To Shedwahi Road Ta.Jiwati |
| 164 | Providing and laying reinforced cement concrete M-25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.53)MDR 45 To Shedwahi Road Ta.Jiwati |
| 165 | Providing and laying reinforced cement concrete M-25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 166 | Supplying fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical spcifications Clauses 1002,1010 and 12023)MDR 45 To Shedwahi Road Ta.Jiwati |
| 167 | Construction of R.C.C. Railing of M-25 grade in cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications Clauses 800, 900 and 1208.33)MDR 45 To Shedwahi Road Ta.Jiwati |
| 168 | Providing tar paper between cutoff & raft including laying in proper position etc. complete. 3)MDR 45 To Shedwahi Road Ta.Jiwati |
| 169 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete3)MDR 45 To Shedwahi Road Ta.Jiwati. |
| 170 | Providing and fixing 90cm x 60cm Marble plate engraving 10cm. Height letter, figures including painting the lefters/ figures with approved colour and shade complete3)MDR 45 To Shedwahi Road Ta.Jiwati |
