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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 18-05-2023 | CORRIGENDUM 2 | Date | 30-05-2023 |
| 2 | 08-05-2023 | CORRIGENDUM | Date | 18-05-2023 |
| Sl. No. | Item Description |
| 1 | Bill No. 1 Roadwork |
| 2 | Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 |
| 3 | NAVATOLA TO NIMBA ROAD |
| 4 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 5 | Dismantaling of flexible pavements and disposal of dismantled materials upto a lead of 100 m. stacking serviceable and unserviceable materials separately as per technical Specification Clause 202 |
| 6 | NAVATOLA TO NIMBA ROAD |
| 7 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 8 | Excavation for roadwork in soil with hydraulic excavator of 0.9 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 lift and lead as per Technical Specification Clause 302.3 |
| 9 | NAVATOLA TO NIMBA ROAD |
| 10 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 11 | Construction of embankment with approved materials deposited at site from raodway 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 Technical Specification Clause 301.5 |
| 12 | NAVATOLA TO NIMBA ROAD |
| 13 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 14 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2with all leadas per technical Specification Clause 301.5 |
| 15 | NAVATOLA TO NIMBA ROAD |
| 16 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 17 | 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. |
| 18 | NAVATOLA TO NIMBA ROAD |
| 19 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 20 | 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. |
| 21 | NAVATOLA TO NIMBA ROAD |
| 22 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 23 | Construction of Earthen Shoulders as per Technical Specification Clause 407. |
| 24 | NAVATOLA TO NIMBA ROAD |
| 25 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 26 | Construction of subgrade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope andcompacting with vibratory roller to meet requirement of Table 300.2 with all lead & lift per Technical Specification Clause 303.1 |
| 27 | NAVATOLA TO NIMBA ROAD |
| 28 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 29 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. Surface @ 3.00 Kg /10 Sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 30 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 31 | Construction of 50 mm thick Modified Penetration Macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. |
| 32 | NAVATOLA TO NIMBA ROAD |
| 33 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 34 | Providing, laying and rolling of built-up-spray grout over prepared base consisting of a two layer composite construction of crushed coarse aggregates using motor grader for aggregates, key stone chips spreader may be used with application of bituminous binder after each layer and with key aggregate placed on top of the second layer to serve as a base conforming to the line grades and cross section specified the compacted layer thickness being 75mm as per Technical Specification 505 |
| 35 | NAVATOLA TO NIMBA ROAD |
| 36 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 37 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. Surface 2.50 Kg /10 Sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 38 | NAVATOLA TO NIMBA ROAD |
| 39 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 40 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level 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 as per Technical Specification Clause 508. (excluding seal coat) |
| 41 | NAVATOLA TO NIMBA ROAD |
| 42 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 43 | 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 510 |
| 44 | NAVATOLA TO NIMBA ROAD |
| 45 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 46 | 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. |
| 47 | NAVATOLA TO NIMBA ROAD |
| 48 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 49 | 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. |
| 50 | NAVATOLA TO NIMBA ROAD |
| 51 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 52 | 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. |
| 53 | NAVATOLA TO NIMBA ROAD |
| 54 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 55 | Reinforced cement concrete M-15 grade 5th 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. |
| 56 | NAVATOLA TO NIMBA ROAD |
| 57 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 58 | 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 |
| 59 | NAVATOLA TO NIMBA ROAD |
| 60 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 61 | Providing and Laying hot applied thermo plastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250 gm/ sqm. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be >250m cd/ sqm/ lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/ sqm/ lux and Qd of 100 mcd/ sqm/ lux measured at the end of 2 years by means of a Standard Reflecto meter of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streak sand holes complete as per direction of Engineer-in-charge and inaccordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015) |
| 62 | NAVATOLA TO NIMBA ROAD |
| 63 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 64 | 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 1700.1 |
| 65 | NAVATOLA TO NIMBA ROAD |
| 66 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 67 | 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. |
| 68 | NAVATOLA TO NIMBA ROAD |
| 69 | 800mm x 600mm Rectangular |
| 70 | 600mm Equilatral and Triangle |
| 71 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 72 | 800mm x 600mm Rectangular |
| 73 | 600mm Equilatral and Triangle |
| 74 | 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. |
| 75 | NAVATOLA TO NIMBA ROAD |
| 76 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 77 | 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. PMGSY 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 PMGSY 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 PMGSY 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. |
| 78 | NAVATOLA TO NIMBA ROAD |
| 79 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 80 | Road 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 15cm 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 |
| 81 | NAVATOLA TO NIMBA ROAD |
| 82 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 83 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000Kilogramtested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO 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 Kilogram. 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 submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 84 | NAVATOLA TO NIMBA ROAD |
| 85 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 86 | Bill No. 2 CEMENT CONCRETE PAVEMENT |
| 87 | 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. |
| 88 | NAVATOLA TO NIMBA ROAD |
| 89 | 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. |
| 90 | NAVATOLA TO NIMBA ROAD |
| 91 | Construction of Earthen Shoulders as per Technical Specification |
| 92 | NAVATOLA TO NIMBA ROAD |
| 93 | Providing and laying PVC Pipe 110mm Ø for Weep Hole |
| 94 | NAVATOLA TO NIMBA ROAD |
| 95 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (excluding dowel bars and including Polythene Sheet) |
| 96 | NAVATOLA TO NIMBA ROAD |
| 97 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 98 | Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 56 cm long and at 62 cm. C/cand wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete. |
| 99 | NAVATOLA TO NIMBA ROAD |
| 100 | Bill No.3 CD WORK |
| 101 | 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 lead of 1000m as per Technical Specification Clause 202 . |
| 102 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 103 | 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 |
| 104 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 105 | UPTO 600 MM Ø PIPE |
| 106 | FROM 600 MM Ø TO 900 MM Ø PIPE |
| 107 | ABOVE 900 MM Ø PIPE |
| 108 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material by mechanical means. |
| 109 | NAVATOLA TO NIMBA ROAD |
| 110 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 111 | Providing rubble filling of trap/ granite/ quartzite/ gneiss stones for foundations including filling voids with sand/ grit and compaction etc complete. |
| 112 | NAVATOLA TO NIMBA ROAD |
| 113 | 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. |
| 114 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 115 | Providing concrete for plain cement concrete M-10 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 116 | NAVATOLA TO NIMBA ROAD |
| 117 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 118 | Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 |
| 119 | NAVATOLA TO NIMBA ROAD |
| 120 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 121 | 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. |
| 122 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 123 | DOUBLE ROWS 1000MM Ø C.D. WORK |
| 124 | FOUR ROWS 1200MM Ø C.D. WORK |
| 125 | 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. |
| 126 | NAVATOLA TO NIMBA ROAD |
| 127 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 128 | Construction of subgrade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope andcompacting with vibratory roller to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1 |
| 129 | NAVATOLA TO NIMBA ROAD |
| 130 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
| 131 | Bill No. 4 Box Cell-1 |
| 132 | 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. |
| 133 | NAVATOLA TO NIMBA ROAD |
| 134 | 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 |
| 135 | NAVATOLA TO NIMBA ROAD |
| 136 | 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. |
| 137 | NAVATOLA TO NIMBA ROAD |
| 138 | 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) |
| 139 | NAVATOLA TO NIMBA ROAD |
| 140 | Providing concrete for plain cement concrete M-10 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 141 | NAVATOLA TO NIMBA ROAD |
| 142 | Providing reinforced cement concrete M-30 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 143 | NAVATOLA TO NIMBA ROAD |
| 144 | NAVATOLA TO NIMBA ROAD |
| 145 | Supplying fitting, and placing TMT bar reinforcement in foundation complete as per drawing and technical spcifications Clauses 1000 & 1202 |
| 146 | NAVATOLA TO NIMBA ROAD |
| 147 | Providing and layingR.C.C. M-30 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 |
| 148 | NAVATOLA TO NIMBA ROAD |
| 149 | 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 1204 |
| 150 | NAVATOLA TO NIMBA ROAD |
| 151 | Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002,1005,1010 and 1202 |
| 152 | NAVATOLA TO NIMBA ROAD |
| 153 | Sand Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 |
| 154 | NAVATOLA TO NIMBA ROAD |
| 155 | Providing pressure relief pipes 100 mm dia. in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 |
| 156 | NAVATOLA TO NIMBA ROAD |
| 157 | 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 |
| 158 | NAVATOLA TO NIMBA ROAD |
| 159 | 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. |
| 160 | NAVATOLA TO NIMBA ROAD |
| 161 | Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 |
| 162 | NAVATOLA TO NIMBA ROAD |
| 163 | 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, 1204.3.7 |
| 164 | NAVATOLA TO NIMBA ROAD |
| 165 | Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301 |
| 166 | NAVATOLA TO NIMBA ROAD |
| 167 | Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 168 | NAVATOLA TO NIMBA ROAD |
| 169 | Providing and laying cement concrete Wearing Course M-30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 170 | NAVATOLA TO NIMBA ROAD |
| 171 | Providing and laying reinforced cement concrete M-25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 172 | NAVATOLA TO NIMBA ROAD |
| 173 | Supplying fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical spcifications Clauses 1002,1010 and 1202 |
| 174 | NAVATOLA TO NIMBA ROAD |
| 175 | Providing and fixing in position railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 50) at 2.5m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 |
| 176 | NAVATOLA TO NIMBA ROAD |
| 177 | Providing tar paper between cutoff & raft including laying in proper position etc. complete. |
| 178 | NAVATOLA TO NIMBA ROAD |
| 179 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. |
| 180 | NAVATOLA TO NIMBA ROAD |
| 181 | Providing and fixing 90cm x 60cm Marble plate engraving 10cm. Height letter, figures including painting the lefters/ figures with approved colour and shade complete |
| 182 | NAVATOLA TO NIMBA ROAD |
| 183 | Bill No. 5 BOX CELL-2 |
| 184 | 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. |
| 185 | NAVATOLA TO NIMBA ROAD |
| 186 | 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 |
| 187 | NAVATOLA TO NIMBA ROAD |
| 188 | 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. |
| 189 | NAVATOLA TO NIMBA ROAD |
| 190 | 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) |
| 191 | NAVATOLA TO NIMBA ROAD |
| 192 | Providing concrete for plain cement concrete M-10 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 193 | NAVATOLA TO NIMBA ROAD |
| 194 | Providing reinforced cement concrete M-30 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 195 | NAVATOLA TO NIMBA ROAD |
| 196 | NAVATOLA TO NIMBA ROAD |
| 197 | Supplying fitting, and placing TMT bar reinforcement in foundation complete as per drawing and technical spcifications Clauses 1000 & 1202 (Item No. 11.8) |
| 198 | NAVATOLA TO NIMBA ROAD |
| 199 | Providing and layingR.C.C. M-30 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 (VI) |
| 200 | NAVATOLA TO NIMBA ROAD |
| 201 | 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 1204 |
| 202 | NAVATOLA TO NIMBA ROAD |
| 203 | Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002,1005,1010 and 1202 |
| 204 | NAVATOLA TO NIMBA ROAD |
| 205 | Sand Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 |
| 206 | NAVATOLA TO NIMBA ROAD |
| 207 | Providing pressure relief pipes 100 mm dia. in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 |
| 208 | NAVATOLA TO NIMBA ROAD |
| 209 | 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 |
| 210 | NAVATOLA TO NIMBA ROAD |
| 211 | 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. |
| 212 | NAVATOLA TO NIMBA ROAD |
| 213 | Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 |
| 214 | NAVATOLA TO NIMBA ROAD |
| 215 | 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, 1204.3.7 |
| 216 | NAVATOLA TO NIMBA ROAD |
| 217 | Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301 |
| 218 | NAVATOLA TO NIMBA ROAD |
| 219 | Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 220 | NAVATOLA TO NIMBA ROAD |
| 221 | Providing and laying cement concrete Wearing Course M-30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 222 | NAVATOLA TO NIMBA ROAD |
| 223 | Providing and laying reinforced cement concrete M-25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 224 | NAVATOLA TO NIMBA ROAD |
| 225 | Supplying fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical spcifications Clauses 1002,1010 and 1202 |
| 226 | NAVATOLA TO NIMBA ROAD |
| 227 | Providing and fixing in position railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 50) at 2.5m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 |
| 228 | NAVATOLA TO NIMBA ROAD |
| 229 | Providing tar paper between cutoff & raft including laying in proper position etc. complete. |
| 230 | NAVATOLA TO NIMBA ROAD |
| 231 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. |
| 232 | NAVATOLA TO NIMBA ROAD |
| 233 | Providing and fixing 90cm x 60cm Marble plate engraving 10cm. Height letter, figures including painting the lefters/ figures with approved colour and shade complete |
| 234 | NAVATOLA TO NIMBA ROAD |
| 235 | Bill No. 6 Raised Causeway |
| 236 | 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. |
| 237 | NAVATOLA TO NIMBA ROAD |
| 238 | NAVATOLA TO NIMBA ROAD |
| 239 | 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 |
| 240 | NAVATOLA TO NIMBA ROAD |
| 241 | 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. |
| 242 | NAVATOLA TO NIMBA ROAD |
| 243 | 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) |
| 244 | NAVATOLA TO NIMBA ROAD |
| 245 | Providing rubble filling of trap/ granite/ quartzite/ gneiss stones for foundations including filling voids with sand/ grit and compaction etc complete. |
| 246 | NAVATOLA TO NIMBA ROAD |
| 247 | Providing concrete for plain cement concrete M-10 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 248 | NAVATOLA TO NIMBA ROAD |
| 249 | Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 |
| 250 | NAVATOLA TO NIMBA ROAD |
| 251 | 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. |
| 252 | NAVATOLA TO NIMBA ROAD |
| 253 | 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. |
| 254 | NAVATOLA TO NIMBA ROAD |
| 255 | Providing and laying cement concrete Wearing Course M-30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 256 | NAVATOLA TO NIMBA ROAD |
| 257 | Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301 |
| 258 | NAVATOLA TO NIMBA ROAD |
| 259 | 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. |
| 260 | NAVATOLA TO NIMBA ROAD |
| 261 | Bill No. 7 Pitching |
| 262 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 263 | NAVATOLA TO NIMBA ROAD |
| 264 | Providing and laying filter material undermeath pitching in slopes complete as per drawing and Technical Specification Clause 1302 |
| 265 | NAVATOLA TO NIMBA ROAD |
| 266 | Providing and laying pitching of cement concrete blocks of size as per Table 1300.2, cast in cement concrete of grade M-15 |
| 267 | NAVATOLA TO NIMBA ROAD |
| 268 | Providing concrete for plain cement concrete M-10 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 269 | NAVATOLA TO NIMBA ROAD |
| 270 | Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 271 | NAVATOLA TO NIMBA ROAD |
| 272 | Bill No. 8 Protection Work |
| 273 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 274 | NAVATOLA TO NIMBA ROAD |
| 275 | Providing rubble filling of trap/ granite/ quartzite/ gneiss stones for foundations including filling voids with sand/ grit and compaction etc complete. |
| 276 | NAVATOLA TO NIMBA ROAD |
| 277 | Providing concrete for plain cement concrete M-10 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 278 | NAVATOLA TO NIMBA ROAD |
| 279 | 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 |
| 280 | NAVATOLA TO NIMBA ROAD |
| 281 | Providing weepholes in brick masonry/stone masonry, plain/reinforced 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, 1204.3.7 |
| 282 | NAVATOLA TO NIMBA ROAD |
| 283 | Preparing Forest Proposal for obtaining Permissions from Forest Department Including collection of Maps, Topo sheets, Land Plan. preparing and submission of Proposals and obtaining no objection certificate / permission from competent authority of forest department as directed by engineer in charge. |
| 284 | NAVATOLA TO NIMBA ROAD |
| 285 | PIPARTOLA TO SONEKHARI- SAKHARITOLA ROAD |
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