Sales : +91-777 804 8217
| Name of Work:Upgradation /Improvement and five year routing maintenance of 1) Tarna-Virkhandi- Hardoli road 2) Dipala- Dhanoli-Titur Road kuhi, Dist.-Nagpur.(Package No.ADB:NAG-14) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Upgradation /Improvement and five year routing maintenance of 1) Tarna-Virkhandi- Hardoli road kuhi, Dist.-Nagpur.(Package No.ADB:NAG-14) | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Bill No. 1 Site Clearance, Dismantling and Earth Works | BI01010001010000000000000515BI0100001113 | 37620 | One Square Meter |
| 3 | 1.02 | Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 | BI01010001010000000000000515BI0100001114 | 37620 | One Square Meter |
| 4 | 1.03 | Dismantaling of flexible pavements and disposal of dismantled materials all lead. stacking serviceable and unserviceable materials separately as per technical Specification Clause | BI01010001010000000000000515BI0100001115 | 52.32 | One Cubic Meter |
| 5 | 1.04 | Excavation for roadwork in soil with hydraulic excavator of 0.9 One Cubic Meter 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 | BI01010001010000000000000515BI0100001116 | 10254.8 | One Cubic Meter |
| 6 | 1.05 | 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 | BI01010001010000000000000515BI0100001117 | 9742.01 | One Cubic Meter |
| 7 | 1.06 | Construction of embankment with approved material obtained from borrow pits with all lift, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001118 | 4934.76 | One Cubic Meter |
| 8 | 1.07 | Compacting Original Ground supporting embankment Loosing, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, 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 Clause 301.4.1 | BI01010001010000000000000515BI0100001119 | 4245 | one cubic meter |
| 9 | 1.08 | Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work | BI01010001010000000000000515BI0100001120 | ||
| 10 | 1.09 | 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 rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | BI01010001010000000000000515BI0100001121 | 2177.8 | One Cubic Meter |
| 11 | 1.1 | 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. using crusher broken metal & crushable screening | BI01010001010000000000000515BI0100001122 | 2836.14 | One Cubic Meter |
| 12 | 1.11 | 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 compacting with vibratory roller to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1 | BI01010001010000000000000515BI0100001123 | 15044 | One Cubic Meter |
| 13 | 1.12 | 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. | BI01010001010000000000000515BI0100001124 | 19846.5 | One Square Meter |
| 14 | 1.13 | Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen set footed in bitumen boller on BT surface @ 2.50 Kg /10 One Square Meter (VG-30) bulk bitumen (rates are considered to arrive at rates) | BI01010001010000000000000515BI0100001125 | 19846.5 | One Square Meter |
| 15 | 1.14 | 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. [Using Waste Plastic Element, 8% of Bitumen] | BI01010001010000000000000515BI0100001126 | 19846.5 | One Square Meter |
| 16 | 1.15 | 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 | BI01010001010000000000000515BI0100001127 | 19846.5 | One Square Meter |
| 17 | 1.16 | 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. | BI01010001010000000000000515BI0100001128 | 6 | One Running Meter. |
| 18 | 1.17 | Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works | BI01010001010000000000000515BI0100001129 | ||
| 19 | 1.18 | Providing and laying PVC Pipe 100mm Ø for Weephole | BI01010001010000000000000515BI0100001130 | 35 | One Running Meter |
| 20 | 1.19 | Construction of un-reinforced, dowel jointed at expension and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade OPC 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 One Cubic Meter capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, edges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, scared and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, admixtures as approved, curing of concrete slabs for 14 days, using curing compound (wheel specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501\nExcluding dowel bar and including polythinsheet | BI01010001010000000000000515BI0100001131 | 147.26 | One Cubic Meter |
| 21 | 1.2 | wearing course Overlay | BI01010001010000000000000515BI0100001132 | 66.94 | One Cubic Meter |
| 22 | 1.21 | Supplying fitting and placing TOne Metric Tone bar reinforcement in foundation complete as per drawings and technical specification Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001133 | 1.91 | One Metric Tone |
| 23 | 1.22 | 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 a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | BI01010001010000000000000515BI0100001134 | 3688.02 | One Cubic Meter |
| 24 | 1.23 | Rubble filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 | BI01010001010000000000000515BI0100001135 | 315.93 | One Cubic Meter |
| 25 | 1.24 | Providing concrete for plain cement concrete M-10 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. | BI01010001010000000000000515BI0100001136 | 350.79 | One Cubic Meter |
| 26 | 1.25 | Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 | BI01010001010000000000000515BI0100001137 | 909.59 | One Cubic Meter |
| 27 | 1.26 | Providing and laying reinforced cement concrete M-20 in superstructure as per drawing and Technical Specifications Clauses 802, 1205.4 and 1205.5 | BI01010001010000000000000515BI0100001138 | 1.53 | One Cubic Meter |
| 28 | 1.27 | Supplying fitting and placing TOne Metric Tone bar reinforcement in superstructure complete as per drawings and technical specification Clauses 1002, 1010 and 1202 | BI01010001010000000000000515BI0100001139 | 4.75 | One Metric Tone |
| 29 | 1.28 | 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 as per Technical Specification Clause 202 | BI01010001010000000000000515BI0100001140 | 13.99 | One Cubic Meter |
| 30 | 1.29 | Removing all types of Hume pipes and stacking within a lead including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 | BI01010001010000000000000515BI0100001141 | 8.4 | One Running Meter |
| 31 | 1.3 | 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.. | BI01010001010000000000000515BI0100001142 | 172.5 | One Running Meter |
| 32 | 1.31 | 1200 mm dia | BI01010001010000000000000515BI0100001143 | 225 | One Running Meter |
| 33 | 1.32 | Providing and laying reinforced cement concrete pipe NP2 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 | BI01010001010000000000000515BI0100001144 | 350 | One Running Meter |
| 34 | 1.33 | Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | BI01010001010000000000000515BI0100001145 | 50 | One Cubic Meter |
| 35 | 1.34 | Providing and laying reinforced cement concrete M-20 in substructure as per drawing and Technical Specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204 | BI01010001010000000000000515BI0100001146 | 108.78 | One Cubic Meter |
| 36 | 1.35 | 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 | BI01010001010000000000000515BI0100001147 | 27 | one number |
| 37 | 1.36 | Providing and laying pitching of cement concrete blocks of size as per Table 1300.2, cast in cement concrete of grade M-15 | BI01010001010000000000000515BI0100001148 | 75 | one cubic meter |
| 38 | 1.37 | Providing and laying filter material undermeath pitching in slopes complete as per drawing and Technical Specification Clause 1302 | BI01010001010000000000000515BI0100001149 | 37.5 | one cubic meter |
| 39 | 1.38 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required | BI01010001010000000000000515BI0100001150 | 502.38 | one square meter |
| 40 | 1.39 | Providing and laying cement concrete Wearing Course M-30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | BI01010001010000000000000515BI0100001151 | 46.53 | one cubic meter |
| 41 | 1.4 | 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 | BI01010001010000000000000515BI0100001152 | 157.44 | one cubic meter |
| 42 | 1.41 | Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture | BI01010001010000000000000515BI0100001153 | ||
| 43 | 1.42 | 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. | BI01010001010000000000000515BI0100001154 | 26 | One Number |
| 44 | 1.43 | 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. | BI01010001010000000000000515BI0100001155 | 456 | One Number |
| 45 | 1.44 | 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. | BI01010001010000000000000515BI0100001156 | 1 | One Number |
| 46 | 1.45 | Item Rate | BI01010001010000000000000515BI0100001157 | 1 | One Running Meter. |
| 47 | 1.46 | 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 | BI01010001010000000000000515BI0100001158 | 32.4 | One Square Meter |
| 48 | 1.47 | 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 One Square Meter 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 | BI01010001010000000000000515BI0100001159 | 212.45 | One Square Meter |
| 49 | 1.48 | 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. | BI01010001010000000000000515BI0100001160 | 65 | One Number |
| 50 | 1.49 | Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per Specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge. | BI01010001010000000000000515BI0100001161 | 5 | One Number |
| 51 | 1.5 | Printing PMGSY Logo/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 PMGSY signage manual Fig.1 (A) and Fig.1 (B) 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. | BI01010001010000000000000515BI0100001162 | 3 | Each |
| 52 | 1.51 | 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 One Metric Toner 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 One Metric Toner. 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. | BI01010001010000000000000515BI0100001163 | ||
| 53 | 1.52 | Item Rate | BI01010001010000000000000515BI0100001164 | 8 | Each |
| 54 | 1.53 | Item Rate | BI01010001010000000000000515BI0100001165 | 59 | Each |
| 55 | 1.54 | MMGSY Citizen' s information Board- Providing and fixing of typical MMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 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. | BI01010001010000000000000515BI0100001166 | 3 | 0ne number |
| 56 | 1.55 | STANDARD METAL DELINEATOR Supply and Installation of Road delienators (Road way Delienators) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. | BI01010001010000000000000515BI0100001167 | 84 | Each |
| 57 | 1.56 | 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 16000 kg tested 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 +/- 2mm 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 submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | BI01010001010000000000000515BI0100001168 | 208 | One Number |
| 58 | 1.57 | Upgradation /Improvement and five year routing maintenance of 2) Dipala- Dhanoli-Titur Road kuhi, Dist.-Nagpur.(Package No.ADB:NAG-14) | BI01010001010000000000000515BI0100001169 | ||
| 59 | 1.58 | Bill No. 1 Site Clearance, Dismantling and Earth Works | BI01010001010000000000000515BI0100001170 | ||
| 60 | 1.59 | Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 | BI01010001010000000000000515BI0100001171 | 30420 | One Square Meter |
| 61 | 1.6 | Dismantaling of flexible pavements and disposal of dismantled materials upto on. stacking serviceable and unserviceable materials separately as per technical Specification Clause | BI01010001010000000000000515BI0100001172 | 118.86 | One Cubic Meter |
| 62 | 1.61 | Excavation for roadwork in soil with hydraulic excavator of 0.9 One Cubic Meter 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 | BI01010001010000000000000515BI0100001173 | 9069.98 | One Cubic Meter |
| 63 | 1.62 | 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 | BI01010001010000000000000515BI0100001174 | 5441.99 | One Cubic Meter |
| 64 | 1.63 | Construction of embankment with approved material obtained from borrow pits with all lift and lead, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001175 | 4830.03 | One Cubic Meter |
| 65 | 1.64 | Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work | BI01010001010000000000000515BI0100001176 | ||
| 66 | 1.65 | 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 rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | BI01010001010000000000000515BI0100001177 | 3179.05 | One Cubic Meter |
| 67 | 1.66 | 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. \nusing crusher broken metal & crushable screening | BI01010001010000000000000515BI0100001178 | 3080.02 | One Cubic Meter |
| 68 | 1.67 | 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 compacting with vibratory roller to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1 | BI01010001010000000000000515BI0100001179 | 2826.95 | One Cubic Meter |
| 69 | 1.68 | Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on granular surface treated with primer @ 2.75 Kg /10 One Square Meter (VG-30) bulk bitumen (rates are considered to arrive at rates) | BI01010001010000000000000515BI0100001180 | 770 | One Square Meter |
| 70 | 1.69 | 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. | BI01010001010000000000000515BI0100001181 | 16524.5 | One Square Meter |
| 71 | 1.7 | Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen set footed in bitumen boller on BT surface @ 2.50 Kg /10 One Square Meter (VG-30) bulk bitumen (rates are considered to arrive at rates) | BI01010001010000000000000515BI0100001182 | 16447.5 | One Square Meter |
| 72 | 1.71 | 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. [Using Waste Plastic Element, 8% of Bitumen] | BI01010001010000000000000515BI0100001183 | 16447.5 | One Square Meter |
| 73 | 1.72 | 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 | BI01010001010000000000000515BI0100001184 | 16447.5 | One Square Meter |
| 74 | 1.73 | Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works | BI01010001010000000000000515BI0100001185 | ||
| 75 | 1.74 | Construction of un-reinforced, dowel jointed at expension and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade OPC 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 One Cubic Meter capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, edges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, scared and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, admixtures as approved, curing of concrete slabs for 14 days, using curing compound (wheel specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 Excluding dowel bar and including polythine sheet | BI01010001010000000000000515BI0100001186 | 677.16 | One Cubic Meter |
| 76 | 1.75 | wearing course Overlay | BI01010001010000000000000515BI0100001187 | 50.4 | One Cubic Meter |
| 77 | 1.76 | Supplying fitting and placing TOne Metric Tone bar reinforcement in foundation complete as per drawings and technical specification Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001188 | 1.44 | One Metric Tone |
| 78 | 1.77 | 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. | BI01010001010000000000000515BI0100001189 | 1748.76 | One Cubic Meter |
| 79 | 1.78 | Rubble filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 | BI01010001010000000000000515BI0100001190 | 238.01 | One Cubic Meter |
| 80 | 1.79 | Providing concrete for plain cement concrete M-10 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. | BI01010001010000000000000515BI0100001191 | 213.023 | One Cubic Meter |
| 81 | 1.8 | Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 | BI01010001010000000000000515BI0100001192 | 442.71 | One Cubic Meter |
| 82 | 1.81 | Providing and laying reinforced cement concrete M-20 in superstructure as per drawing and Technical Specifications Clauses 802, 1205.4 and 1205.5 | BI01010001010000000000000515BI0100001193 | 49.57 | One Cubic Meter |
| 83 | 1.82 | Supplying fitting and placing TOne Metric Tone bar reinforcement in superstructure complete as per drawings and technical specification Clauses 1002, 1010 and 1202 | BI01010001010000000000000515BI0100001194 | 3.32 | One Metric Tone |
| 84 | 1.83 | 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 | BI01010001010000000000000515BI0100001195 | 34.89 | One Cubic Meter |
| 85 | 1.84 | Removing all types of Hume pipes and stacking with all lead including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 | BI01010001010000000000000515BI0100001196 | ||
| 86 | 1.85 | 900mm | BI01010001010000000000000515BI0100001197 | 33.6 | One Running Meter |
| 87 | 1.86 | 600 mm | BI01010001010000000000000515BI0100001198 | 16.8 | One Running Meter |
| 88 | 1.87 | 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.. | BI01010001010000000000000515BI0100001199 | 95 | One Running Meter |
| 89 | 1.88 | 1200 mm dia | BI01010001010000000000000515BI0100001200 | 22.5 | One Running Meter |
| 90 | 1.89 | Providing and laying reinforced cement concrete pipe NP2 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 | BI01010001010000000000000515BI0100001201 | 450 | One Running Meter |
| 91 | 1.9 | Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | BI01010001010000000000000515BI0100001202 | 21.89 | One Cubic Meter |
| 92 | 1.91 | Providing and laying reinforced cement concrete M-20 in substructure as per drawing and Technical Specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204 | BI01010001010000000000000515BI0100001203 | 3.42 | One Cubic Meter |
| 93 | 1.92 | Supplying fitting and placing TOne Metric Tone bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 and 1202 | BI01010001010000000000000515BI0100001204 | 0.34 | One Cubic Meter |
| 94 | 1.93 | Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture | BI01010001010000000000000515BI0100001205 | ||
| 95 | 1.94 | 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. | BI01010001010000000000000515BI0100001206 | 5 | One Number |
| 96 | 1.95 | 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. | BI01010001010000000000000515BI0100001207 | 21 | One Number |
| 97 | 1.96 | 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. | BI01010001010000000000000515BI0100001208 | 187 | One Number |
| 98 | 1.97 | 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. | BI01010001010000000000000515BI0100001209 | 1 | One Number |
| 99 | 1.98 | Item Rate | BI01010001010000000000000515BI0100001210 | 1 | One Running Meter. |
| 100 | 1.99 | 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 | BI01010001010000000000000515BI0100001211 | 60 | One Square Meter |
| 101 | 2 | 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 One Square Meter 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 | BI01010001010000000000000515BI0100001212 | 72 | One Square Meter |
| 102 | 2.01 | 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. | BI01010001010000000000000515BI0100001213 | 52 | One Number |
| 103 | 2.02 | Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per Specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge. | BI01010001010000000000000515BI0100001214 | 6 | One Number |
| 104 | 2.03 | Printing PMGSY Logo/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 PMGSY signage manual Fig.1 (A) and Fig.1 (B) 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. | BI01010001010000000000000515BI0100001215 | 2 | Each |
| 105 | 2.04 | 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 One Metric Toner 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 One Metric Toner. 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. | BI01010001010000000000000515BI0100001216 | ||
| 106 | 2.05 | Item Rate | BI01010001010000000000000515BI0100001217 | 8 | Each |
| 107 | 2.06 | Item Rate | BI01010001010000000000000515BI0100001218 | 24 | Each |
| 108 | 2.07 | MMGSY Citizen' s information Board- Providing and fixing of typical MMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 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. | BI01010001010000000000000515BI0100001219 | ||
| 109 | 2.08 | 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 PMGSY 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 | BI01010001010000000000000515BI0100001220 | 3 | Each |
| 110 | 2.09 | STANDARD METAL DELINEATOR Supply and Installation of Road delienators (Road way Delienators) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. | BI01010001010000000000000515BI0100001221 | 50 | Each |
| 111 | 2.1 | 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 16000 kg tested 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 +/- 2mm 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 submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | BI01010001010000000000000515BI0100001222 | 72 | One Number |
| 112 | 2.11 | Providing and laying PVC Pipe 100mm Ø for Weephole | BI01010001010000000000000515BI0100001223 | 140 | One Running Meter |
We are a group of professionals specializing in custom software development, web development, mobile app development, IOT base solutions, web design, graphics & Enterprise solutions provid.
Copyright © 2025 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
