}
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    • Package No 74 Tn No 5 2020 21 Hdo Dated 28 05 2020 Package 74 Widening And Improvements Of Government Roads In Kamuthi Highways C And M Sub Division Including Cd Works And Upkeeping For A Period Of 60 Months, Ramanathpuram-Tamil Nadu

    Highways Department-HD has published Package No 74 Tn No 5 2020 21 Hdo Dated 28 05 2020 Package 74 Widening And Improvements Of Government Roads In Kamuthi Highways C And M Sub Division Including Cd Works And Upkeeping For A Period Of 60 Months. Submission Date for this Tender is 07-07-2020. Road Work Tenders in Ramanathpuram Tamil Nadu. Bidders can get complete Tender details and download the document.




    Tender Notice

    24502100
    Package No 74 Tn No 5 2020 21 Hdo Dated 28 05 2020 Package 74 Widening And Improvements Of Government Roads In Kamuthi Highways C And M Sub Division Including Cd Works And Upkeeping For A Period Of 60 Months
    Open Tender
    Indian
    Tamil Nadu
    Ramanathpuram
    07-07-2020

    Tender Details

    Package No 74 Tn No 5 2020 21 Hdo Dated 28 05 2020 Package 74 Widening And Improvements Of Government Roads In Kamuthi Highways C And M Sub Division Including Cd Works And Upkeeping For A Period Of 60 Months

    Key Value

    Document Fees
    Refer document
    EMD
    INR 474000.0 /-
    Tender Value
    INR 9.27 Crore /-

    BOQ Items

    Schedule of quantities to accompany the Tender for the work of Package-74- Widening and Improvements of Government roads in Kamuthi (Highways) C&M Sub-Division including CD works and Upkeeping for a period of 60 Months LIST OF ROAD ATTACHED IN PRICE BID DOCUMENT.
    Sl. No. Item Description Item Code / Make Quantity Units
    1 1 Excavation \nExcavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer including compaction by power roller rolling as per MORTH Specification no.111,112,301,305,900 for Box Cutting & PROTECTIVE WALL BI01010001010000000000000515BI0100001112
    2 1.01 ROAD A 825.3 Cubic Metre
    3 1.02 ROAD B 598.97 Cubic Metre
    4 1.03 ROAD C 880 Cubic Metre
    5 1.04 ROAD D 351.08 Cubic Metre
    6 1.05 ROAD E 446.26 Cubic Metre
    7 1.06 ROAD H (FOR RETAINING WALL) 46.76 Cubic Metre
    8 1.07 ROAD I (FOR RETAINING WALL) 143.17 Cubic Metre
    9 2 Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per MORTH Specification no.111,112,202
    10 2.01 ROAD A 1984.5 Square Metre
    11 2.02 ROAD B 1386.5 Square Metre
    12 2.03 ROAD C 2500 Square Metre
    13 2.04 ROAD D 1015.52 Square Metre
    14 2.05 ROAD E 1096 Square Metre
    15 2.06 ROAD F 2211.77 Square Metre
    16 2.07 ROAD G 3730.62 Square Metre
    17 3 Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification No.111, 112, 401,900 - for grading- III Material
    18 3.01 ROAD E 139.46 Cubic Metre
    19 4 Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification No.111, 112, 401,900 - for grading- V Material
    20 4.01 ROAD A 501.5 Cubic Metre
    21 4.02 ROAD B 503.46 Cubic Metre
    22 4.03 ROAD C 525 Cubic Metre
    23 4.04 ROAD D 209.45 Cubic Metre
    24 4.05 ROAD E 153.4 Cubic Metre
    25 5 Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Vth Revision Specification no.111,112,406,900
    26 5.01 ROAD A 1770.96 Cubic Metre
    27 5.02 ROAD B 1312.05 Cubic Metre
    28 5.03 ROAD C 2225 Cubic Metre
    29 5.04 ROAD D 898.91 Cubic Metre
    30 5.05 ROAD E 940.48 Cubic Metre
    31 5.06 ROAD F 796.23 Cubic Metre
    32 5.07 ROAD G 1380.29 Cubic Metre
    33 6 Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification no.111,112, 501,502,900- over WMM
    34 6.01 ROAD A 7665.35 Square Metre
    35 6.02 ROAD B 7004.4 Square Metre
    36 6.03 ROAD C 11000 Square Metre
    37 6.04 ROAD D 4450.95 Square Metre
    38 6.05 ROAD E 4687.8 Square Metre
    39 6.06 ROAD F 6635.32 Square Metre
    40 6.07 ROAD G 11191.9 Square Metre
    41 7 Tack coat - Providing and applying tack coat with bitumen emulsion(RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification no.111,112,501, 503,900- over granular surfaces treated with primer
    42 7.01 ROAD A 7665.35 Square Metre
    43 7.02 ROAD B 7004.4 Square Metre
    44 7.03 ROAD C 11000 Square Metre
    45 7.04 ROAD D 4450.95 Square Metre
    46 7.05 ROAD E 4687.8 Square Metre
    47 7.06 ROAD F 6635.32 Square Metre
    48 7.07 ROAD G 11191.9 Square Metre
    49 8 Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade- 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification no.111,112,501,503,900 - Grading II
    50 8.01 ROAD A 383.27 Cubic Metre
    51 8.02 ROAD B 350.21 Cubic Metre
    52 8.03 ROAD C 550 Cubic Metre
    53 8.04 ROAD D 222.55 Cubic Metre
    54 8.05 ROAD E 234.39 Cubic Metre
    55 8.06 ROAD F 331.78 Cubic Metre
    56 8.07 ROAD G 559.6 Cubic Metre
    57 9 Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specificationno.111,112,507,900 complete in all respects - Grading II
    58 9.01 ROAD A 229.96 Cubic Metre
    59 9.02 ROAD B 210.13 Cubic Metre
    60 9.03 ROAD C 330 Cubic Metre
    61 9.04 ROAD D 133.53 Cubic Metre
    62 9.05 ROAD E 140.63 Cubic Metre
    63 9.06 ROAD F 199.06 Cubic Metre
    64 9.07 ROAD G 335.75 Cubic Metre
    65 10 Vibrated Cement Concrete M15 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., as per MORTH Specification no. 111,112,1000, 1500, 1700,2100,900 complete for FOUNDATION BELOW SILL LEVEL
    66 10.01 ROAD A 4.55 Cubic Metre
    67 11 Vibrated Cement Concrete M15 using 20mm ISS HBG metal including cost of material, laying, compacting, finishing and curing etc., complete as per standard specification and as directed by the departmental officers for side walls of Paverblock pavement.
    68 11.01 ROAD A 40.97 Cubic Metre
    69 12 Quarry Dust Filling behind the abutments, Wings and pipe portion with Quarry fines including cost and conveyance to site including labour charges for filling in layers watering tamping under optimum moisture content to get the maximum density including of all other incidental charges etc., complete as per MORT & H specification no.304,900
    70 12.01 ROAD A 32.65 Cubic Metre
    71 12.02 ROAD H (FOR RETAINING WALL) 7.88 Cubic Metre
    72 12.03 ROAD I (FOR RETAINING WALL) 23.18 Cubic Metre
    73 13 Providing and laying 83mm thick Hi strength type of interlocking colour paver block of minimum compressive strength 40 N sq.mm in uniform shape of approved make to be laid in harring bone patern with approved non skitting surface in top as diected by the engineer the rate in inclusive of providing transporting loading and unloading and laying as per standard specification etc.,complete for paver blocked portion as per MORTH specification No.IRC SP 63:2004
    74 13.01 ROAD A 1088.45 Square Metre
    75 14 Excavation \nExcavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer including compaction by power roller rolling as per SS20B MORTH Specification no.111,112,301,305,900 for Making up the berms.
    76 14.01 ROAD A 320.84 Cubic Metre
    77 14.02 ROAD C 940 Cubic Metre
    78 14.03 ROAD D 63.83 Cubic Metre
    79 14.04 ROAD F 698.76 Cubic Metre
    80 14.05 ROAD G 1196.28 Cubic Metre
    81 15 Refilling for making up berms with box cutting earth and side earth obtained from the box cutting portion and available earth including removal and satisfactory disposal of all materials etc complete as directed by the engineer as per MORTH Specification No. 111, 112, 301, 305, 900
    82 15.01 ROAD A 825.3 Cubic Metre
    83 15.02 ROAD B 511.93 Cubic Metre
    84 15.03 ROAD C 880 Cubic Metre
    85 15.04 ROAD D 351.08 Cubic Metre
    86 15.05 ROAD E 414.39 Cubic Metre
    87 15.06 ROAD H (FOR RETAINING WALL) 31.5 Cubic Metre
    88 15.07 ROAD I (FOR RETAINING WALL) 113.3 Cubic Metre
    89 16 Providing RCC M15 Grade precast KM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete as per MORT & H Specification No. 804
    90 16.01 ROAD A 1 Number
    91 16.02 ROAD B 1 Number
    92 16.03 ROAD C 2 Number
    93 16.04 ROAD F 1 Numbers
    94 16.05 ROAD G 3 Number
    95 17 Providing RCC M15 Grade precast HM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete as per MORT & H Specification No. 804
    96 17.01 ROAD A 7 Numbers
    97 17.02 ROAD B 5 Numbers
    98 17.03 ROAD C 8 Number
    99 17.04 ROAD D 4 Number
    100 17.05 ROAD E 4 Numbers
    101 17.06 ROAD F 7 Numbers
    102 17.07 ROAD G 12 Number
    103 18 Providing RCC M.15 grade Precast Boundary stones / Guid postof standard design as per IRC 8-1980 and fixing in position including painting and printing etc., complete (as per MORT & H specification
    104 18.01 ROAD A 88 Numbers
    105 18.02 ROAD B 56 Numbers
    106 18.03 ROAD C 96 Number
    107 18.04 ROAD D 40 Number
    108 18.05 ROAD E 44 Numbers
    109 18.06 ROAD F 76 Numbers
    110 18.07 ROAD G 150 Number
    111 19 Vibrated Cement Concrete M15 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., as per MORTH Specification no. 111,112,1000, 1500, 1700,2100,900 complete for FOUNDATION BELOW SILL LEVEL
    112 19.01 ROAD H (FOR RETAINING WALL) 42.49 Cubic Metre
    113 19.02 ROAD I (FOR RETAINING WALL) 125.46 Cubic Metre
    114 20 Vibrated Cement Concrete M15 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., as per MORTH Specification no. 111,112,1000, 1500, 1700,2100,900 complete for Above Sill Level
    115 20.01 ROAD H (FOR RETAINING WALL) 59.22 Cubic Metre
    116 20.02 ROAD I (FOR RETAINING WALL) 216.4 Cubic Metre
    117 21 Providing and fixing SEEPAGE PIPES of 100mm dia with 4.00 kg per Cm2 of PVC pipes of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for 900mms diaganite chis at theperiphery and labour charges for fixing etc., complete to drain the back fill the RETAINING WALL
    118 21.01 ROAD H (FOR RETAINING WALL) 18 RM
    119 21.02 ROAD I (FOR RETAINING WALL) 52 RM
    120 22 Dismantling\nDismantling the salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification no.111,112,202 SI.No.14
    121 22.01 P.CC.Walls
    122 22.02 ROAD A (FOR BOX CULVERT) 59.4 Cubic Metre
    123 22.03 ROAD B (FOR BOX CULVERT) 14.85 Cubic Metre
    124 22.04 ROAD D (FOR BOX CULVERT) 14.85 Cubic Metre
    125 22.05 ROAD E (FOR BOX CULVERT) 14.85 Cubic Metre
    126 22.06 ROAD F (FOR BOX CULVERT) 14.85 Cubic Metre
    127 22.07 ROAD G (FOR BOX CULVERT) 74.25 Cubic Metre
    128 23 Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification 111,112,304 for dressing the bed upto sill level
    129 23.01 ROAD B (FOR MINOR BRIDGE) 81.91 Cubic Metre
    130 24 Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification 111,112,304 for foundation
    131 24.01 ROAD A (FOR BOX CULVERT) 477.92 Cubic Metre
    132 24.02 ROAD B (FOR BOX CULVERT) 119.48 Cubic Metre
    133 24.03 ROAD B (FOR RETAINING WALL) 139 Cubic Metre
    134 24.04 ROAD B (FOR MINOR BRIDGE) 282.7 Cubic Metre
    135 24.05 ROAD D (FOR BOX CULVERT) 119.48 Cubic Metre
    136 24.06 ROAD D (FOR RETAINING WALL) 61.16 Cubic Metre
    137 24.07 ROAD E (FOR BOX CULVERT) 193.26 Cubic Metre
    138 24.08 ROAD F (FOR BOX CULVERT) 119.48 Cubic Metre
    139 24.09 ROAD G (FOR RETAINING WALL) 55.6 Cubic Metre
    140 24.1 ROAD G (FOR BOX CULVERT) 597.4 Cubic Metre
    141 24.11 ROAD H (FOR PROTECTIVE WALL) 52.08 Cubic Metre
    142 25 Vibrated Cement Concrete M15 using 40mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Specification no.111,112,1000, 1500, 1700,2200,900 For foundation Concrete
    143 25.01 ROAD A (FOR BOX CULVERT) 27.16 Cubic Metre
    144 25.02 ROAD B (FOR BOX CULVERT) 6.79 Cubic Metre
    145 25.03 ROAD D (FOR BOX CULVERT) 6.79 Cubic Metre
    146 25.04 ROAD E (FOR BOX CULVERT) 11.44 Cubic Metre
    147 25.05 ROAD F (FOR BOX CULVERT) 6.79 Cubic Metre
    148 25.06 ROAD G (FOR BOX CULVERT) 33.95 Cubic Metre
    149 25.07 ROAD H (FOR PROTECTIVE WALL) 6.72 Cubic Metre
    150 26 Vibrated Cement Concrete M10 Nominal mix 1:3:6 using 40mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Specification no.111,112,1000, 1500, 1700,2200,900 For Below Sill Level
    151 26.01 ROAD B (FOR MINOR BRIDGE) 15.71 Cubic Metre
    152 27 Vibrated Cement Concrete M25 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., as per MORTH Specification no. 111,112,1000, 1500, 1700,2100,900 complete for FOUNDATION BELOW SILL LEVEL AND ABOVE SILL LEVEL FOR BOX CULVERT
    153 27.01 ROAD A (FOR BOX CULVERT) 111.28 Cubic Metre
    154 27.02 ROAD B (FOR BOX CULVERT) 27.82 Cubic Metre
    155 27.03 ROAD D (FOR BOX CULVERT) 27.82 Cubic Metre
    156 27.04 ROAD E (FOR BOX CULVERT) 55.64 Cubic Metre
    157 27.05 ROAD F (FOR BOX CULVERT) 27.82 Cubic Metre
    158 27.06 ROAD G (FOR BOX CULVERT) 139.1 Cubic Metre
    159 28 Vibrated Cement Concrete M15 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., as per MORTH Specification no. 111,112,1000, 1500, 1700,2100,900 complete for FOUNDATION BELOW SILL LEVEL
    160 28.01 ROAD B (FOR RETAINING WALL) 121.26 Cubic Metre
    161 28.02 ROAD D (FOR RETAINING WALL) 53.35 Cubic Metre
    162 28.03 ROAD G (FOR RETAINING WALL) 48.72 Cubic Metre
    163 28.04 ROAD H (FOR PROTECTIVEWALL) 32.45 Cubic Metre
    164 29 Vibrated Cement Concrete M15 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., as per MORTH Specification no. 111,112,1000, 1500, 1700,2100,900 complete for SUBSTRUCTURE OF ABUTEMENT WINGS AND PIERS (substructure - Above Sill )
    165 29.01 ROAD B (FOR RETAINING WALL) 189.2 Cubic Metre
    166 29.02 ROAD B (FOR MINOR BRIDGE) 76.72 Cubic Metre
    167 29.03 ROAD D (FOR RETAINING WALL) 83.25 Cubic Metre
    168 29.04 ROAD G (FOR RETAINING WALL) 76.4 Cubic Metre
    169 29.05 ROAD H (FOR PROTECTIVEWALL) 25.73 Cubic Metre
    170 30 Supply and fabrication of steel Grade Fe-500 required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per MORTH Vth Revision Specification No. 1000, 1500, 1600, 900
    171 30.01 ROAD A (FOR BOX CULVERT) 8.56 Metric tone
    172 30.02 ROAD B (FOR BOX CULVERT) 2.141 Metric tone
    173 30.03 ROAD B (FOR MINOR BRIDGE) 8.69 Metric tone
    174 30.04 ROAD D (FOR BOX CULVERT) 2.141 Metric tone
    175 30.05 ROAD E (FOR BOX CULVERT) 4.23 Metric tone
    176 30.06 ROAD F (FOR BOX CULVERT) 2.141 Metric tone
    177 30.07 ROAD G (FOR BOX CULVERT) 10.705 Metric tone
    178 41 Providing and fixing of G.I. Drainge spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete
    179 41.01 ROAD B (FOR MINOR BRIDGE) 4 Each
    180 42 Providing and fixing of SEEPAGE PIPES 100mm dia with 4 .00 Kg cm2 of PVC pipes of required length for abutment and wing ,Retaining wall including cost and conveyance of all materials to work site cost and labour for 900 mm diaganite chis at the periphery and labour fixing etc., complete to drain the back fill the retaining wall
    181 42.01 ROAD B (FOR RETAINING WALL) 50 RM
    182 42.02 ROAD B (FOR MINOR BRIDGE) 30 RM
    183 42.03 ROAD D (FOR RETAINING WALL) 22 RM
    184 42.04 ROAD G (FOR RETAINING WALL ) 20 RM
    185 42.05 ROAD H (FOR PROTECTIVEWALL) 16 RM
    186 43 Vibrated Reinforced Cement Concrete [Design Mix] M30 grade using ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Vth Revision Specification No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300 900 for BED BLOCK OVER PIER AND DIRT WALL CUM BED BLOCK OVER ABUTMENT
    187 43.01 ROAD B (FOR MINOR BRIDGE) 6.44 Cubic Metre
    188 44 Providing and fixing Kraft Paper for full width of seating of deck slab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc., complete as per MORTH Vth Revision Specification No. 2600
    189 44.01 ROAD B (FOR MINOR BRIDGE) 17.52 Square metre
    190 45 Vibrated Cement Concrete M30 Grade (Design mix) Using IRC size hard granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete as per MORTH Vth Revision Specification No. 1000, 1500, 1600, 1700, 2702, 900 for WEARING COAT 75MM uniform thickness OVER DECK SLAB AND APPROACH SLAB
    191 45.01 ROAD A (FOR BOX CULVERT) 76.44 Square metre
    192 45.02 ROAD B (FOR BOX CULVERT) 19.11 Square metre
    193 45.03 ROAD B (FOR MINOR BRIDGE) 148.5 Square metre
    194 45.04 ROAD D (FOR BOX CULVERT) 19.11 Square metre
    195 45.05 ROAD E (FOR BOX CULVERT) 40.11 Square metre
    196 45.06 ROAD F (FOR BOX CULVERT) 19.11 Square metre
    197 45.07 ROAD G (FOR BOX CULVERT) 95.55 Square metre
    198 46 Vibrated Cement Concrete M20 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., as per MORTH Specification no. 111,112,1000, 1500, 1700,2100,900 complete for Wings walls & Parapet wall and footing of abutment and wings below sill level
    199 46.01 ROAD A (FOR BOX CULVERT) 103.88 Cubic Metre
    200 46.02 ROAD B (FOR MINOR BRIDGE) 163.47 Cubic Metre
    201 46.03 ROAD B (FOR BOX CULVERT) 25.97 Cubic Metre
    202 46.04 ROAD D (FOR BOX CULVERT) 25.97 Cubic Metre
    203 46.05 ROAD E (FOR BOX CULVERT) 24.09 Cubic Metre
    204 46.06 ROAD F (FOR BOX CULVERT) 25.97 Cubic Metre
    205 46.07 ROAD G (FOR BOX CULVERT) 129.85 Cubic Metre
    206 47 Filling behind the abutments, Wings with clean gritty gravel including cost and coneyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other inciental charges etc., complete. as per MORT & H specification no.304,900
    207 47.01 ROAD B (FOR MINOR BRIDGE) 89.96 Cubic Metre
    208 48 Quarry Dust Filling behind the abutments, Wings and pipe portion with Quarry fines including cost and conveyance to site including labour charges for filling in layers watering tamping under optimum moisture content to get the maximum density including of all other incidental charges etc., complete as per MORT & H specification no.304,900
    209 48.01 ROAD A (FOR BOX CULVERT) 55 Cubic Metre
    210 48.02 ROAD B (FOR BOX CULVERT) 13.75 Cubic Metre
    211 48.03 ROAD B (FOR RETAINING WALL) 22.5 Cubic Metre
    212 48.04 ROAD D (FOR BOX CULVERT) 13.75 Cubic Metre
    213 48.05 ROAD D (FOR RETAINING WALL) 9.9 Cubic Metre
    214 48.06 ROAD E (FOR BOX CULVERT) 28.13 Cubic Metre
    215 48.07 ROAD F (FOR BOX CULVERT) 13.75 Cubic Metre
    216 48.08 ROAD G (FOR BOX CULVERT) 68.75 Cubic Metre
    217 48.09 ROAD G (FOR RETAINING WALL) 9 Cubic Metre
    218 49 Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB.
    219 49.01 ROAD B (FOR MINOR BRIDGE) 65.62 Cubic Metre
    220 50 Providing FILTER MEDIA behind abutment and wings for 600 mm thickness using filter materials as per Appendix - 6 of IRC: 78-2014 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to woksite including all other incidental charges etc., complete.
    221 50.01 ROAD B (FOR MINOR BRIDGE) 40.13 Cubic Metre
    222 51 .Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc, complete.
    223 51.01 ROAD B (FOR MINOR BRIDGE) 29.85 RM
    224 52 Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB.
    225 52.01 ROAD B (FOR MINOR BRIDGE) 13 Cubic Metre
    226 53 Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB.
    227 53.01 ROAD B (FOR MINOR BRIDGE) 18.27 Cubic Metre
    228 54 VRCC M40 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for CRASH BARRIER
    229 54.01 ROAD B (FOR MINOR BRIDGE) 7.27 RM
    230 55 Vibrated Cement concrete M 15 (nominal mix) using 40 mm ISS HBG graded metal including cost & conveyance of all materials to site and cost of cement at site, including cost of form work , labour charges for mixing, transporting, laying and curing concrete, soft water, hire charges for T&P, etc., complete for PARAPET OVER RETURNS.
    231 55.01 ROAD B (FOR MINOR BRIDGE) 6.07 Cubic Metre
    232 56 Supply and fixing of High Quality of PVC pipes of 150mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths.
    233 56.01 ROAD B (FOR MINOR BRIDGE) 79.44 RM
    234 57 Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the dapartmental officers etc., for diversion road
    235 57.01 ROAD B (FOR MINOR BRIDGE) 7.5 RM
    236 58 Hoisting and fixing of 1000mm dia pipes and collars proper gradient including all labour charges and all other incidental charges etc., complete
    237 58.01 ROAD B (FOR MINOR BRIDGE) 7.5 RM
    238 59 Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Formation of embankment using carted earth with a lead of 2 km. having CBR value of more than 8 FOR DIVERSION ROAD & FILLING SIDE\n
    239 59.01 ROAD A (FOR BOX CULVERT) 1250 Cubic Metre
    240 59.02 ROAD B (FOR BOX CULVERT) 312.5 Cubic Metre
    241 59.03 ROAD B (FOR MINOR BRIDGE) 409.5 Cubic Metre
    242 59.04 ROAD D (FOR BOX CULVERT) 312.5 Cubic Metre
    243 59.05 ROAD E (FOR BOX CULVERT) 312.5 Cubic Metre
    244 59.06 ROAD F (FOR BOX CULVERT) 312.5 Cubic Metre
    245 59.07 ROAD G (FOR BOX CULVERT) 1562.5 Cubic Metre
    246 60 Refilling excavated Earth work including removal and satisfactory disposal of all materials necessary for the construction of the roadway and side drains in accordance with the specifications and the lines grades and cross sections shown in the drawings or as indicated by the engineer including power roller rolling all the labour charges etc complete as per standard specification No.111,112,202,301,303,900
    247 60.01 ROAD B (FOR RETAINING WALL) 100 Cubic Metre
    248 60.02 ROAD D (FOR RETAINING WALL) 44 Cubic Metre
    249 60.03 ROAD G (FOR RETAINING WALL) 40 Cubic Metre
    250 61 Providing and laying of Gravel including cost and conveyance of the same to work site including stacking the same to departemental gauge for premeasurement including all labour charges for laying, spreading etc., complete and as directed by the departmental engineers for making For diversion road and approch portion filling\n
    251 61.01 ROAD B (FOR MINOR BRIDGE) 2373.45 Cubic Metre
    252 62 Clearing the Light jungles including weeding out shrubs bushes, egetables, growth etc., as per spcifications and directions of Engineer in charge (Twice a year) for 60 months
    253 62.01 ROAD A (UPKEEPING 1st YEAR) 5400 Square metre
    254 62.02 ROAD A (UPKEEPING 2nd YEAR) 5400 Square metre
    255 62.03 ROAD A (UPKEEPING 3rd YEAR) 5400 Square metre
    256 62.04 ROAD A (UPKEEPING 4th YEAR) 5400 Square metre
    257 62.05 ROAD A (UPKEEPING 5th YEAR) 5400 Square metre
    258 62.06 ROAD B (UPKEEPING 1st YEAR) 3906 Square metre
    259 62.07 ROAD B (UPKEEPING 2nd YEAR) 3906 Square metre
    260 62.08 ROAD B (UPKEEPING 3rd YEAR) 3906 Square metre
    261 62.09 ROAD B (UPKEEPING 4th YEAR) 3906 Square metre
    262 62.1 ROAD B (UPKEEPING 5th YEAR) 3906 Square metre
    263 62.11 ROAD C (UPKEEPING 1st YEAR) 7200 Square metre
    264 62.12 ROAD C (UPKEEPING 2nd YEAR) 7200 Square metre
    265 62.13 ROAD C (UPKEEPING 3rd YEAR) 7200 Square metre
    266 62.14 ROAD C (UPKEEPING 4th YEAR) 7200 Square metre
    267 62.15 ROAD C (UPKEEPING 5th YEAR) 7200 Square metre
    268 62.16 ROAD D (UPKEEPING 1st YEAR) 2880 Square metre
    269 62.17 ROAD D (UPKEEPING 2nd YEAR) 2880 Square metre
    270 62.18 ROAD D (UPKEEPING 3rd YEAR) 2880 Square metre
    271 62.19 ROAD D (UPKEEPING 4th YEAR) 2880 Square metre
    272 62.2 ROAD D (UPKEEPING 5th YEAR) 2880 Square metre
    273 62.21 ROAD E (UPKEEPING 1st YEAR) 2520 Square metre
    274 62.22 ROAD E (UPKEEPING 2nt YEAR) 2520 Square metre
    275 62.23 ROAD E (UPKEEPING 3rd YEAR) 2520 Square metre
    276 62.24 ROAD E (UPKEEPING 4th YEAR) 2520 Square metre
    277 62.25 ROAD E (UPKEEPING 5th YEAR) 2520 Square metre
    278 62.26 ROAD F (UPKEEPING 1st YEAR) 6300 Square metre
    279 62.27 ROAD F (UPKEEPING 2nd YEAR) 6300 Square metre
    280 62.28 ROAD F (UPKEEPING 3rd YEAR) 6300 Square metre
    281 62.29 ROAD F (UPKEEPING 4th YEAR) 6300 Square metre
    282 62.3 ROAD F (UPKEEPING 5th YEAR) 6300 Square metre
    283 62.31 ROAD G (UPKEEPING 1st YEAR) 10800 Square metre
    284 62.32 ROAD G (UPKEEPING 2nd YEAR) 10800 Square metre
    285 62.33 ROAD G (UPKEEPING 3rd YEAR) 10800 Square metre
    286 62.34 ROAD G (UPKEEPING 4th YEAR) 10800 Square metre
    287 62.35 ROAD G (UPKEEPING 5th YEAR) 10800 Square metre
    288 63 Excavation \nExcavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer including compaction by power roller rolling as per SS20B MORTH Specification no.111,112,301,305,900 for Making up the berms. (Yearly Two Times)
    289 63.01 ROAD A (UPKEEPING 2nd YEAR) 687.68 Cubic Metre
    290 63.02 ROAD A (UPKEEPING 3rd YEAR) 687.68 Cubic Metre
    291 63.03 ROAD A (UPKEEPING 4th YEAR) 687.68 Cubic Metre
    292 63.04 ROAD A (UPKEEPING 5th YEAR) 687.68 Cubic Metre
    293 63.05 ROAD B (UPKEEPING 2nd YEAR) 307.16 Cubic Metre
    294 63.06 ROAD B (UPKEEPING 3rd YEAR) 307.16 Cubic Metre
    295 63.07 ROAD B (UPKEEPING 4th YEAR) 307.16 Cubic Metre
    296 63.08 ROAD B (UPKEEPING 5th YEAR) 307.16 Cubic Metre
    297 63.09 ROAD C (UPKEEPING 2nd YEAR) 1092 Cubic Metre
    298 63.1 ROAD C (UPKEEPING 3rd YEAR) 1092 Cubic Metre
    299 63.11 ROAD C (UPKEEPING 4th YEAR) 1092 Cubic Metre
    300 63.12 ROAD C (UPKEEPING 5th YEAR) 1092 Cubic Metre
    301 63.13 ROAD D (UPKEEPING 2nd YEAR) 248.94 Cubic Metre
    302 63.14 ROAD D (UPKEEPING 3rd YEAR) 248.94 Cubic Metre
    303 63.15 ROAD D (UPKEEPING 4th YEAR) 248.94 Cubic Metre
    304 63.16 ROAD D (UPKEEPING 5th YEAR) 248.94 Cubic Metre
    305 63.17 ROAD E (UPKEEPING 2nd YEAR) 248.64 Cubic Metre
    306 63.18 ROAD E (UPKEEPING 3rd YEAR) 248.64 Cubic Metre
    307 63.19 ROAD E (UPKEEPING 4th YEAR) 248.64 Cubic Metre
    308 63.2 ROAD E (UPKEEPING 5th YEAR) 248.64 Cubic Metre
    309 63.21 ROAD F (UPKEEPING 2nd YEAR) 419.26 Cubic Metre
    310 63.22 ROAD F (UPKEEPING 3rd YEAR) 419.26 Cubic Metre
    311 63.23 ROAD F (UPKEEPING 4th YEAR) 419.26 Cubic Metre
    312 63.24 ROAD F (UPKEEPING 5th YEAR) 419.26 Cubic Metre
    313 63.25 ROAD G (UPKEEPING 2nd YEAR) 717.77 Cubic Metre
    314 63.26 ROAD G (UPKEEPING 3rd YEAR) 717.77 Cubic Metre
    315 63.27 ROAD G (UPKEEPING 4th YEAR) 717.77 Cubic Metre
    316 63.28 ROAD G (UPKEEPING 5th YEAR) 717.77 Cubic Metre
    317 64 Deploying earth moving machinery for desilting channal and forming bund on either side and depositing the earth on banks including jungle clearance etc., complete. For U/s and D/s culvert Clearance using JCB (Sl.No:XI-18)
    318 64.01 ROAD A (UPKEEPING 1st YEAR) 4 Hours
    319 64.02 ROAD A (UPKEEPING 2nd YEAR) 4 Hours
    320 64.03 ROAD A (UPKEEPING 3rd YEAR) 4 Hours
    321 64.04 ROAD A (UPKEEPING 4th YEAR) 4 Hours
    322 64.05 ROAD A (UPKEEPING 5th YEAR) 4 Hours
    323 64.06 ROAD B (UPKEEPING 1ST YEAR) 4 Hours
    324 64.07 ROAD B (UPKEEPING 2nd YEAR) 4 Hours
    325 64.08 ROAD B (UPKEEPING 3rd YEAR) 4 Hours
    326 64.09 ROAD B (UPKEEPING 4th YEAR) 4 Hours
    327 64.1 ROAD B (UPKEEPING 5th YEAR) 4 Hours
    328 64.11 ROAD D (UPKEEPING 1st YEAR) 1 Hours
    329 64.12 ROAD D (UPKEEPING 2nd YEAR) 1 Hours
    330 64.13 ROAD D (UPKEEPING 5th YEAR) 1 Hours
    331 64.14 ROAD D (UPKEEPING 5th YEAR) 1 Hours
    332 64.15 ROAD D (UPKEEPING 5th YEAR) 1 Hours
    333 64.16 ROAD E (UPKEEPING 1st YEAR) 1 Hours
    334 64.17 ROAD E (UPKEEPING 2nd YEAR) 1 Hours
    335 64.18 ROAD E (UPKEEPING 3rd YEAR) 1 Hours
    336 64.19 ROAD E (UPKEEPING 4th YEAR) 1 Hours
    337 64.2 ROAD E (UPKEEPING 5th YEAR) 1 Hours
    338 64.21 ROAD F (UPKEEPING 1st YEAR) 4 Hours
    339 64.22 ROAD F (UPKEEPING 2nd YEAR) 4 Hours
    340 64.23 ROAD F (UPKEEPING 3rd YEAR) 4 Hours
    341 64.24 ROAD F (UPKEEPING 4th YEAR) 4 Hours
    342 64.25 ROAD F (UPKEEPING 5th YEAR) 4 Hours
    343 64.26 ROAD G (UPKEEPING 1st YEAR) 15 Hours
    344 64.27 ROAD G (UPKEEPING 2nd YEAR) 15 Hours
    345 64.28 ROAD G (UPKEEPING 3rd YEAR) 15 Hours
    346 64.29 ROAD G (UPKEEPING 4th YEAR) 15 Hours
    347 64.3 ROAD G (UPKEEPING 5th YEAR) 15 Hours
    348 65 White washing two coats with freshly burnt white shell lime inclusing cost of lime, blue powder fevicol type gum, brushes,scaffolding charges etc., complete complying with standard specification and as directed.
    349 65.01 ROAD A (UPKEEPING 1ST YEAR) 32.36 Square metre
    350 65.02 ROAD A (UPKEEPING 2nd YEAR) 32.36 Square metre
    351 65.03 ROAD A (UPKEEPING 3rd YEAR) 32.36 Square metre
    352 65.04 ROAD A (UPKEEPING 4th YEAR) 32.36 Square metre
    353 65.05 ROAD A (UPKEEPING 5th YEAR) 32.36 Square metre
    354 65.06 ROAD B (UPKEEPING 1ST YEAR) 89.96 Square metre
    355 65.07 ROAD B (UPKEEPING 2nd YEAR) 89.96 Square metre
    356 65.08 ROAD B (UPKEEPING 3rd YEAR) 89.96 Square metre
    357 65.09 ROAD B (UPKEEPING 4th YEAR) 89.96 Square metre
    358 65.1 ROAD B (UPKEEPING 5th YEAR) 89.96 Square metre
    359 65.11 ROAD D (UPKEEPING 1ST YEAR) 12.96 Square metre
    360 65.12 ROAD D (UPKEEPING 2nd YEAR) 12.96 Square metre
    361 65.13 ROAD D (UPKEEPING 3rd YEAR) 12.96 Square metre
    362 65.14 ROAD D (UPKEEPING 4th YEAR) 12.96 Square metre
    363 65.15 ROAD D (UPKEEPING 5th YEAR) 12.96 Square metre
    364 65.16 ROAD E (UPKEEPING 1ST YEAR) 6.48 Square metre
    365 65.17 ROAD E (UPKEEPING 2nd YEAR) 6.48 Square metre
    366 65.18 ROAD E (UPKEEPING 3rd YEAR) 6.48 Square metre
    367 65.19 ROAD E (UPKEEPING 4th YEAR) 6.48 Square metre
    368 65.2 ROAD E (UPKEEPING 5th YEAR) 6.48 Square metre
    369 65.21 ROAD F (UPKEEPING 1ST YEAR) 22.36 Square metre
    370 65.22 ROAD F (UPKEEPING 2nd YEAR) 22.36 Square metre
    371 65.23 ROAD F (UPKEEPING 3rd YEAR) 22.36 Square metre
    372 65.24 ROAD F (UPKEEPING 4th YEAR) 22.36 Square metre
    373 65.25 ROAD F (UPKEEPING 5th YEAR) 22.36 Square metre
    374 65.26 ROAD G (UPKEEPING 1ST YEAR) 70.61 Square metre
    375 65.27 ROAD G (UPKEEPING 2nd YEAR) 70.61 Square metre
    376 65.28 ROAD G (UPKEEPING 3rd YEAR) 70.61 Square metre
    377 65.29 ROAD G (UPKEEPING 4th YEAR) 70.61 Square metre
    378 65.3 ROAD G (UPKEEPING 5th YEAR) 70.61 Square metre
    379 66 Tree/EB pole /culvert / Retaining wall banding using Coal tar with standard dimension including all matyerials and labour and all other incidental charges etc.,
    380 66.01 ROAD A (UPKEEPING 1ST YEAR) 4.57 Square metre
    381 66.02 ROAD A (UPKEEPING 2nd YEAR) 4.57 Square metre
    382 66.03 ROAD A (UPKEEPING 3rd YEAR) 4.57 Square metre
    383 66.04 ROAD A (UPKEEPING 4th YEAR) 4.57 Square metre
    384 66.05 ROAD A (UPKEEPING 5th YEAR) 4.57 Square metre
    385 66.06 ROAD B (UPKEEPING 1ST YEAR) 4.17 Square metre
    386 66.07 ROAD B (UPKEEPING 2nd YEAR) 4.17 Square metre
    387 66.08 ROAD B (UPKEEPING 3rd YEAR) 4.17 Square metre
    388 66.09 ROAD B (UPKEEPING 4th YEAR) 4.17 Square metre
    389 66.1 ROAD B (UPKEEPING 5th YEAR) 4.17 Square metre
    390 66.11 ROAD D (UPKEEPING 1ST YEAR) 0.41 Square metre
    391 66.12 ROAD D (UPKEEPING 2nd YEAR) 0.41 Square metre
    392 66.13 ROAD D (UPKEEPING 3rd YEAR) 0.41 Square metre
    393 66.14 ROAD D (UPKEEPING 4th YEAR) 0.41 Square metre
    394 66.15 ROAD D (UPKEEPING 5th YEAR) 0.41 Square metre
    395 66.16 ROAD E (UPKEEPING 1ST YEAR) 0.1 Square metre
    396 66.17 ROAD E (UPKEEPING 2nd YEAR) 0.1 Square metre
    397 66.18 ROAD E (UPKEEPING 3rd YEAR) 0.1 Square metre
    398 66.19 ROAD E (UPKEEPING 4th YEAR) 0.1 Square metre
    399 66.2 ROAD E (UPKEEPING 5th YEAR) 0.1 Square metre
    400 66.21 ROAD F (UPKEEPING 1ST YEAR) 2.23 Square metre
    401 66.22 ROAD F (UPKEEPING 2nd YEAR) 2.23 Square metre
    402 66.23 ROAD F (UPKEEPING 3rd YEAR) 2.23 Square metre
    403 66.24 ROAD F (UPKEEPING 4th YEAR) 2.23 Square metre
    404 66.25 ROAD F (UPKEEPING 5th YEAR) 2.23 Square metre
    405 66.26 ROAD G (UPKEEPING 1ST YEAR) 8.2 Square metre
    406 66.27 ROAD G (UPKEEPING 2nd YEAR) 8.2 Square metre
    407 66.28 ROAD G (UPKEEPING 3rd YEAR) 8.2 Square metre
    408 66.29 ROAD G (UPKEEPING 4th YEAR) 8.2 Square metre
    409 66.3 ROAD G (UPKEEPING 5th YEAR) 8.2 Square metre
    410 67 Painting the Existing Culvert, Parapet as per IRC standard including the cost of Labour charges and material etc., complete
    411 67.01 ROAD A (UPKEEPING 1st YEAR) 6.84 Square metre
    412 67.02 ROAD A (UPKEEPING 2nd YEAR) 6.84 Square metre
    413 67.03 ROAD A (UPKEEPING 3rd YEAR) 6.84 Square metre
    414 67.04 ROAD A (UPKEEPING 4th YEAR) 6.84 Square metre
    415 67.05 ROAD A (UPKEEPING 5th YEAR) 6.84 Square metre
    416 67.06 ROAD B (UPKEEPING 1st YEAR) 5.13 Square metre
    417 67.07 ROAD B (UPKEEPING 2nd YEAR) 5.13 Square metre
    418 67.08 ROAD B (UPKEEPING 3rd YEAR) 5.13 Square metre
    419 67.09 ROAD B (UPKEEPING 4th YEAR) 5.13 Square metre
    420 67.1 ROAD B (UPKEEPING 5th YEAR) 5.13 Square metre
    421 67.11 ROAD D (UPKEEPING 1st YEAR) 1.71 Square metre
    422 67.12 ROAD D (UPKEEPING 2nd YEAR) 1.71 Square metre
    423 67.13 ROAD D (UPKEEPING 3rd YEAR) 1.71 Square metre
    424 67.14 ROAD D (UPKEEPING 4th YEAR) 1.71 Square metre
    425 67.15 ROAD D (UPKEEPING 5th YEAR) 1.71 Square metre
    426 67.16 ROAD E (UPKEEPING 1st YEAR) 1.71 Square metre
    427 67.17 ROAD E (UPKEEPING 2nd YEAR) 1.71 Square metre
    428 67.18 ROAD E (UPKEEPING 3rd YEAR) 1.71 Square metre
    429 67.19 ROAD E (UPKEEPING 4th YEAR) 1.71 Square metre
    430 67.2 ROAD E (UPKEEPING 5th YEAR) 1.71 Square metre
    431 67.21 ROAD F (UPKEEPING 1st YEAR) 3.92 Square metre
    432 67.22 ROAD F (UPKEEPING 2nd YEAR) 3.92 Square metre
    433 67.23 ROAD F (UPKEEPING 3rd YEAR) 3.92 Square metre
    434 67.24 ROAD F (UPKEEPING 4th YEAR) 3.92 Square metre
    435 67.25 ROAD F (UPKEEPING 5th YEAR) 3.92 Square metre
    436 67.26 ROAD G (UPKEEPING 1st YEAR) 13.06 Square metre
    437 67.27 ROAD G (UPKEEPING 2nd YEAR) 13.06 Square metre
    438 67.28 ROAD G (UPKEEPING 3rd YEAR) 13.06 Square metre
    439 67.29 ROAD G (UPKEEPING 4th YEAR) 13.06 Square metre
    440 67.3 ROAD G (UPKEEPING 5th YEAR) 13.06 Square metre
    441 68 Painting the KM Stone as per IRC standard including the cost of Labour charges and material etc., complete
    442 68.01 ROAD A (UPKEEPING 2nd YEAR) 0.49 Square metre
    443 68.02 ROAD A (UPKEEPING 3rd YEAR) 0.49 Square metre
    444 68.03 ROAD A (UPKEEPING 4th YEAR) 0.49 Square metre
    445 68.04 ROAD A (UPKEEPING 5th YEAR) 0.49 Square metre
    446 68.05 ROAD B (UPKEEPING 2nd YEAR) 0.49 Square metre
    447 68.06 ROAD B (UPKEEPING 3rd YEAR) 0.49 Square metre
    448 68.07 ROAD B (UPKEEPING 4th YEAR) 0.49 Square metre
    449 68.08 ROAD B (UPKEEPING 5th YEAR) 0.49 Square metre
    450 68.09 ROAD C (UPKEEPING 2nd YEAR) 0.49 Square metre
    451 68.1 ROAD C (UPKEEPING 3rd YEAR) 0.49 Square metre
    452 68.11 ROAD C (UPKEEPING 4th YEAR) 0.49 Square metre
    453 68.12 ROAD C (UPKEEPING 5th YEAR) 0.49 Square metre
    454 68.13 ROAD D (UPKEEPING 2nd YEAR) 0.49 Square metre
    455 68.14 ROAD D (UPKEEPING 3rd YEAR) 0.49 Square metre
    456 68.15 ROAD D (UPKEEPING 4th YEAR) 0.49 Square metre
    457 68.16 ROAD D (UPKEEPING 5th YEAR) 0.49 Square metre
    458 68.17 ROAD F (UPKEEPING 2nd YEAR) 0.49 Square metre
    459 68.18 ROAD F (UPKEEPING 3rd YEAR) 0.49 Square metre
    460 68.19 ROAD F (UPKEEPING 4th YEAR) 0.49 Square metre
    461 68.2 ROAD F (UPKEEPING 5th YEAR) 0.49 Square metre
    462 68.21 ROAD G (UPKEEPING 2nd YEAR) 1.49 Square metre
    463 68.22 ROAD G (UPKEEPING 3rd YEAR) 1.49 Square metre
    464 68.23 ROAD G (UPKEEPING 4th YEAR) 1.49 Square metre
    465 68.24 ROAD G (UPKEEPING 5th YEAR) 1.49 Square metre
    466 69 Painting the HM Stone as per IRC standard including the cost of Labour charges and material etc., complete
    467 69.01 ROAD A (UPKEEPING 2nd YEAR) 1.34 Square metre
    468 69.02 ROAD A (UPKEEPING 3rd YEAR) 1.34 Square metre
    469 69.03 ROAD A (UPKEEPING 4th YEAR) 1.34 Square metre
    470 69.04 ROAD A (UPKEEPING 5th YEAR) 1.34 Square metre
    471 69.05 ROAD B (UPKEEPING 2nd YEAR) 1.52 Square metre
    472 69.06 ROAD B (UPKEEPING 3rd YEAR) 1.52 Square metre
    473 69.07 ROAD B (UPKEEPING 4th YEAR) 1.52 Square metre
    474 69.08 ROAD B (UPKEEPING 5th YEAR) 1.52 Square metre
    475 69.09 ROAD C (UPKEEPING 2nd YEAR) 1.52 Square metre
    476 69.1 ROAD C (UPKEEPING 3rd YEAR) 1.52 Square metre
    477 69.11 ROAD C (UPKEEPING 4th YEAR) 1.52 Square metre
    478 69.12 ROAD C (UPKEEPING 5th YEAR) 1.52 Square metre
    479 69.13 ROAD D (UPKEEPING 2nd YEAR) 1.52 Square metre
    480 69.14 ROAD D (UPKEEPING 3rd YEAR) 1.52 Square metre
    481 69.15 ROAD D (UPKEEPING 4th YEAR) 1.52 Square metre
    482 69.16 ROAD D (UPKEEPING 5th YEAR) 1.52 Square metre
    483 69.17 ROAD E (UPKEEPING 2nd YEAR) 0.76 Square metre
    484 69.18 ROAD E (UPKEEPING 3rd YEAR) 0.76 Square metre
    485 69.19 ROAD E (UPKEEPING 4th YEAR) 0.76 Square metre
    486 69.2 ROAD E (UPKEEPING 5th YEAR) 0.76 Square metre
    487 69.21 ROAD F (UPKEEPING 2nd YEAR) 1.34 Square metre
    488 69.22 ROAD F (UPKEEPING 3rd YEAR) 1.34 Square metre
    489 69.23 ROAD F (UPKEEPING 4th YEAR) 1.34 Square metre
    490 69.24 ROAD F (UPKEEPING 5th YEAR) 1.34 Square metre
    491 69.25 ROAD G (UPKEEPING 2nd YEAR) 2.28 Square metre
    492 69.26 ROAD G (UPKEEPING 3rd YEAR) 2.28 Square metre
    493 69.27 ROAD G (UPKEEPING 4th YEAR) 2.28 Square metre
    494 69.28 ROAD G (UPKEEPING 5th YEAR) 2.28 Square metre
    495 70 Painting the Boundry Stone as per IRC standard including the cost of Labour charges and material etc., complete
    496 70.01 ROAD A (UPKEEPING 2nd YEAR) 19.91 Square metre
    497 70.02 ROAD A (UPKEEPING 3rd YEAR) 19.91 Square metre
    498 70.03 ROAD A (UPKEEPING 4th YEAR) 19.91 Square metre
    499 70.04 ROAD A (UPKEEPING 5th YEAR) 19.91 Square metre
    500 70.05 ROAD B (UPKEEPING 2nd YEAR) 12.67 Square metre
    501 70.06 ROAD B (UPKEEPING 3rd YEAR) 12.67 Square metre
    502 70.07 ROAD B (UPKEEPING 4th YEAR) 12.67 Square metre
    503 70.08 ROAD B (UPKEEPING 5th YEAR) 12.67 Square metre
    504 70.09 ROAD C (UPKEEPING 2nd YEAR) 21.72 Square metre
    505 70.1 ROAD C (UPKEEPING 3rd YEAR) 21.72 Square metre
    506 70.11 ROAD C (UPKEEPING 4th YEAR) 21.72 Square metre
    507 70.12 ROAD C (UPKEEPING 5th YEAR) 21.72 Square metre
    508 70.13 ROAD D (UPKEEPING 2nd YEAR) 9.05 Square metre
    509 70.14 ROAD D (UPKEEPING 3rd YEAR) 9.05 Square metre
    510 70.15 ROAD D (UPKEEPING 4th YEAR) 9.05 Square metre
    511 70.16 ROAD D (UPKEEPING 5th YEAR) 9.05 Square metre
    512 70.17 ROAD E (UPKEEPING 2nd YEAR) 9.96 Square metre
    513 70.18 ROAD E (UPKEEPING 3rd YEAR) 9.96 Square metre
    514 70.19 ROAD E (UPKEEPING 4th YEAR) 9.96 Square metre
    515 70.2 ROAD E (UPKEEPING 5th YEAR) 9.96 Square metre
    516 70.21 ROAD F (UPKEEPING 2nd YEAR) 17.19 Square metre
    517 70.22 ROAD F (UPKEEPING 3rd YEAR) 17.19 Square metre
    518 70.23 ROAD F (UPKEEPING 4th YEAR) 17.19 Square metre
    519 70.24 ROAD F (UPKEEPING 5th YEAR) 17.19 Square metre
    520 70.25 ROAD G (UPKEEPING 2nd YEAR) 33.93 Square metre
    521 70.26 ROAD G (UPKEEPING 3rd YEAR) 33.93 Square metre
    522 70.27 ROAD G (UPKEEPING 4th YEAR) 33.93 Square metre
    523 70.28 ROAD G (UPKEEPING 5th YEAR) 33.93 Square metre
    524 71 Lettering the KM Stone as per IRC standard including the cost of Labour charges and material etc., complete
    525 71.01 ROAD A (UPKEEPING 2nd YEAR) (5 to 10 CM) 15 Number
    526 71.02 ROAD A (UPKEEPING 2nd YEAR) (10 to 15 CM) 2 Number
    527 71.03 ROAD A (UPKEEPING 3rd YEAR) (5 to 10 CM) 15 Number
    528 71.04 ROAD A (UPKEEPING 3rd YEAR) (10 to 15 CM) 2 Number
    529 71.05 ROAD A (UPKEEPING 4th YEAR) (5 to 10 CM) 15 Number
    530 71.06 ROAD A (UPKEEPING 4th YEAR) (10 to 15 CM) 2 Number
    531 71.07 ROAD A (UPKEEPING 5th YEAR) (5 to 10 CM) 15 Number
    532 71.08 ROAD A (UPKEEPING 5th YEAR) (10 to 15 CM) 2 Number
    533 71.09 ROAD B (UPKEEPING 2nd YEAR) (5 to 10 CM) 15 Number
    534 71.1 ROAD B (UPKEEPING 2nd YEAR) (10 to 15 CM) 2 Number
    535 71.11 ROAD B (UPKEEPING 3rd YEAR) (5 to 10 CM) 15 Number
    536 71.12 ROAD B (UPKEEPING 3rd YEAR) (10 to 15 CM) 2 Number
    537 71.13 ROAD B (UPKEEPING 4th YEAR) (5 to 10 CM) 15 Number
    538 71.14 ROAD B (UPKEEPING 4th YEAR) (10 to 15 CM) 2 Number
    539 71.15 ROAD B (UPKEEPING 5th YEAR) (5 to 10 CM) 15 Number
    540 71.16 ROAD B (UPKEEPING 5th YEAR) (10 to 15 CM) 2 Number
    541 71.17 ROAD C (UPKEEPING 2nd YEAR) (5 to 10 CM) 15 Number
    542 71.18 ROAD C (UPKEEPING 2nd YEAR) (10 to 15 CM) 2 Number
    543 71.19 ROAD C (UPKEEPING 3rd YEAR) (5 to 10 CM) 15 Number
    544 71.2 ROAD C (UPKEEPING 3rd YEAR) (10 to 15 CM) 2 Number
    545 71.21 ROAD C (UPKEEPING 4th YEAR) (5 to 10 CM) 15 Number
    546 71.22 ROAD C (UPKEEPING 4th YEAR) (10 to 15 CM) 2 Number
    547 71.23 ROAD C (UPKEEPING 5th YEAR) (5 to 10 CM) 15 Number
    548 71.24 ROAD C (UPKEEPING 5th YEAR) (10 to 15 CM) 2 Number
    549 71.25 ROAD D (UPKEEPING 2nd YEAR) (5 to 10 CM) 15 Number
    550 71.26 ROAD D (UPKEEPING 2nd YEAR) (10 to 15 CM) 2 Number
    551 71.27 ROAD D (UPKEEPING 3rd YEAR) (5 to 10 CM) 15 Number
    552 71.28 ROAD D (UPKEEPING 3rd YEAR) (10 to 15 CM) 2 Number
    553 71.29 ROAD D (UPKEEPING 4th YEAR) (5 to 10 CM) 15 Number
    554 71.3 ROAD D (UPKEEPING 4th YEAR) (10 to 15 CM) 2 Number
    555 71.31 ROAD D (UPKEEPING 5th YEAR) (5 to 10 CM) 15 Number
    556 71.32 ROAD D (UPKEEPING 5th YEAR) (10 to 15 CM) 2 Number
    557 71.33 ROAD F (UPKEEPING 2nd YEAR) (5 to 10 CM) 15 Number
    558 71.34 ROAD F (UPKEEPING 2nd YEAR) (10 to 15 CM) 2 Number
    559 71.35 ROAD F (UPKEEPING 3rd YEAR) (5 to 10 CM) 15 Number
    560 71.36 ROAD F (UPKEEPING 3rd YEAR) (10 to 15 CM) 2 Number
    561 71.37 ROAD F (UPKEEPING 4th YEAR) (5 to 10 CM) 15 Number
    562 71.38 ROAD F (UPKEEPING 4th YEAR) (10 to 15 CM) 2 Number
    563 71.39 ROAD F (UPKEEPING 5th YEAR) (5 to 10 CM) 15 Number
    564 71.4 ROAD F (UPKEEPING 5th YEAR) (10 to 15 CM) 2 Number
    565 71.41 ROAD G (UPKEEPING 2nd YEAR) (5 to 10 CM) 45 Number
    566 71.42 ROAD G (UPKEEPING 2nd YEAR) (10 to 15 CM) 6 Number
    567 71.43 ROAD G (UPKEEPING 3rd YEAR) (5 to 10 CM) 45 Number
    568 71.44 ROAD G (UPKEEPING 3rd YEAR) (10 to 15 CM) 6 Number
    569 71.45 ROAD G (UPKEEPING 4th YEAR) (5 to 10 CM) 45 Number
    570 71.46 ROAD G (UPKEEPING 4th YEAR) (10 to 15 CM) 6 Number
    571 71.47 ROAD G (UPKEEPING 5th YEAR) (5 to 10 CM) 45 Number
    572 71.48 ROAD G (UPKEEPING 5th YEAR) (10 to 15 CM) 6 Number
    573 72 Lettering the HM Stone as per IRC standard including the cost of Labour charges and material etc., complete
    574 72.01 ROAD A (UPKEEPING 2nd YEAR) (5 to 10 CM) 14 Number
    575 72.02 ROAD A (UPKEEPING 2nd YEAR) (10 to 15 CM) 14 Number
    576 72.03 ROAD A (UPKEEPING 3rd YEAR) (5 to 10 CM) 14 Number
    577 72.04 ROAD A (UPKEEPING 3rd YEAR) (10 to 15 CM) 14 Number
    578 72.05 ROAD A (UPKEEPING 4th YEAR) (5 to 10 CM) 14 Number
    579 72.06 ROAD A (UPKEEPING 4th YEAR) (10 to 15 CM) 14 Number
    580 72.07 ROAD A (UPKEEPING 5th YEAR) (5 to 10 CM) 14 Number
    581 72.08 ROAD A (UPKEEPING 5th YEAR) (10 to 15 CM) 14 Number
    582 72.09 ROAD B (UPKEEPING 2nd YEAR) (5 to 10 CM) 16 Number
    583 72.1 ROAD B (UPKEEPING 2nd YEAR) (10 to 15 CM) 16 Number
    584 72.11 ROAD B (UPKEEPING 3rd YEAR) (5 to 10 CM) 16 Number
    585 72.12 ROAD B (UPKEEPING 3rd YEAR) (10 to 15 CM) 16 Number
    586 72.13 ROAD B (UPKEEPING 4th YEAR) (5 to 10 CM) 16 Number
    587 72.14 ROAD B (UPKEEPING 4th YEAR) (10 to 15 CM) 16 Number
    588 72.15 ROAD B (UPKEEPING 5th YEAR) (5 to 10 CM) 16 Number
    589 72.16 ROAD B (UPKEEPING 5th YEAR) (10 to 15 CM) 16 Number
    590 72.17 ROAD C (UPKEEPING 2nd YEAR) (5 to 10 CM) 16 Number
    591 72.18 ROAD C (UPKEEPING 2nd YEAR) (10 to 15 CM) 16 Number
    592 72.19 ROAD C (UPKEEPING 3rd YEAR) (5 to 10 CM) 16 Number
    593 72.2 ROAD C (UPKEEPING 3rd YEAR) (10 to 15 CM) 16 Number
    594 72.21 ROAD C (UPKEEPING 4th YEAR) (5 to 10 CM) 16 Number
    595 72.22 ROAD C (UPKEEPING 4th YEAR) (10 to 15 CM) 16 Number
    596 72.23 ROAD C (UPKEEPING 5th YEAR) (5 to 10 CM) 16 Number
    597 72.24 ROAD C (UPKEEPING 5th YEAR) (10 to 15 CM) 16 Number
    598 72.25 ROAD D (UPKEEPING 2nd YEAR) (5 to 10 CM) 16 Number
    599 72.26 ROAD D (UPKEEPING 2nd YEAR) (10 to 15 CM) 16 Number
    600 72.27 ROAD D (UPKEEPING 3rd YEAR) (5 to 10 CM) 16 Number
    601 72.28 ROAD D (UPKEEPING 3rd YEAR) (10 to 15 CM) 16 Number
    602 72.29 ROAD D (UPKEEPING 4th YEAR) (5 to 10 CM) 16 Number
    603 72.3 ROAD D (UPKEEPING 4th YEAR) (10 to 15 CM) 16 Number
    604 72.31 ROAD D (UPKEEPING 5th YEAR) (5 to 10 CM) 16 Number
    605 72.32 ROAD D (UPKEEPING 5th YEAR) (10 to 15 CM) 16 Number
    606 72.33 ROAD E (UPKEEPING 2nd YEAR) (5 to 10 CM) 8 Number
    607 72.34 ROAD E (UPKEEPING 2nd YEAR) (10 to 15 CM) 8 Number
    608 72.35 ROAD E (UPKEEPING 3rd YEAR) (5 to 10 CM) 8 Number
    609 72.36 ROAD E (UPKEEPING 3rd YEAR) (10 to 15 CM) 8 Number
    610 72.37 ROAD E (UPKEEPING 4th YEAR) (5 to 10 CM) 8 Number
    611 72.38 ROAD E (UPKEEPING 4th YEAR) (10 to 15 CM) 8 Number
    612 72.39 ROAD E (UPKEEPING 5th YEAR) (5 to 10 CM) 8 Number
    613 72.4 ROAD E (UPKEEPING 5th YEAR) (10 to 15 CM) 8 Number
    614 72.41 ROAD F (UPKEEPING 2nd YEAR) (5 to 10 CM) 14 Number
    615 72.42 ROAD F (UPKEEPING 2nd YEAR) (10 to 15 CM) 14 Number
    616 72.43 ROAD F (UPKEEPING 3rd YEAR) (5 to 10 CM) 14 Number
    617 72.44 ROAD F (UPKEEPING 3rd YEAR) (10 to 15 CM) 14 Number
    618 72.45 ROAD F (UPKEEPING 4th YEAR) (5 to 10 CM) 14 Number
    619 72.46 ROAD F (UPKEEPING 4th YEAR) (10 to 15 CM) 14 Number
    620 72.47 ROAD F (UPKEEPING 5th YEAR) (5 to 10 CM) 14 Number
    621 72.48 ROAD F (UPKEEPING 5th YEAR) (10 to 15 CM) 14 Number
    622 72.49 ROAD G (UPKEEPING 2nd YEAR) (5 to 10 CM) 24 Number
    623 72.5 ROAD G (UPKEEPING 2nd YEAR) (10 to 15 CM) 24 Number
    624 72.51 ROAD G (UPKEEPING 3rd YEAR) (5 to 10 CM) 24 Number
    625 72.52 ROAD G (UPKEEPING 3rd YEAR) (10 to 15 CM) 24 Number
    626 72.53 ROAD G (UPKEEPING 4th YEAR) (5 to 10 CM) 24 Number
    627 72.54 ROAD G (UPKEEPING 4th YEAR) (10 to 15 CM) 24 Number
    628 72.55 ROAD G (UPKEEPING 5th YEAR) (5 to 10 CM) 24 Number
    629 72.56 ROAD G (UPKEEPING 5th YEAR) (10 to 15 CM) 24 Number
    630 73 Lettering the Boundry Stone as per IRC standard including the cost of Labour charges and material etc., complete
    631 73.01 ROAD A (UPKEEPING 2nd YEAR) (5 to 10 CM) 176 Number
    632 73.02 ROAD A (UPKEEPING 3rd YEAR) (5 to 10 CM) 176 Number
    633 73.03 ROAD A (UPKEEPING 4th YEAR) (5 to 10 CM) 176 Number
    634 73.04 ROAD A (UPKEEPING 5th YEAR) (5 to 10 CM) 176 Number
    635 73.05 ROAD B (UPKEEPING 2nd YEAR) (5 to 10 CM) 112 Number
    636 73.06 ROAD B (UPKEEPING 3rd YEAR) (5 to 10 CM) 112 Number
    637 73.07 ROAD B (UPKEEPING 4th YEAR) (5 to 10 CM) 112 Number
    638 73.08 ROAD B (UPKEEPING 5th YEAR) (5 to 10 CM) 112 Number
    639 73.09 ROAD C (UPKEEPING 2nd YEAR) (5 to 10 CM) 192 Number
    640 73.1 ROAD C (UPKEEPING 3rd YEAR) (5 to 10 CM) 192 Number
    641 73.11 ROAD C (UPKEEPING 4th YEAR) (5 to 10 CM) 192 Number
    642 73.12 ROAD C (UPKEEPING 5th YEAR) (5 to 10 CM) 192 Number
    643 73.13 ROAD D (UPKEEPING 2nd YEAR) (5 to 10 CM) 80 Number
    644 73.14 ROAD D (UPKEEPING 3rd YEAR) (5 to 10 CM) 80 Number
    645 73.15 ROAD D (UPKEEPING 4th YEAR) (5 to 10 CM) 80 Number
    646 73.16 ROAD D (UPKEEPING 5th YEAR) (5 to 10 CM) 80 Number
    647 73.17 ROAD E (UPKEEPING 2nd YEAR) (5 to 10 CM) 88 Number
    648 73.18 ROAD E (UPKEEPING 3rd YEAR) (5 to 10 CM) 88 Number
    649 73.19 ROAD E (UPKEEPING 4th YEAR) (5 to 10 CM) 88 Number
    650 73.2 ROAD E (UPKEEPING 5th YEAR) (5 to 10 CM) 88 Number
    651 73.21 ROAD F (UPKEEPING 2nd YEAR) (5 to 10 CM) 152 Number
    652 73.22 ROAD F (UPKEEPING 3rd YEAR) (5 to 10 CM) 152 Number
    653 73.23 ROAD F (UPKEEPING 4th YEAR) (5 to 10 CM) 152 Number
    654 73.24 ROAD F (UPKEEPING 5th YEAR) (5 to 10 CM) 152 Number
    655 73.25 ROAD G (UPKEEPING 2nd YEAR) (5 to 10 CM) 300 Number
    656 73.26 ROAD G (UPKEEPING 3rd YEAR) (5 to 10 CM) 300 Number
    657 73.27 ROAD G (UPKEEPING 4th YEAR) (5 to 10 CM) 300 Number
    658 73.28 ROAD G (UPKEEPING 5th YEAR) (5 to 10 CM) 300 Number
    659 74 Lettering the Existing Culvert, Parapet as per IRC standard including the cost of Labour charges and material etc., complete
    660 74.01 ROAD A (UPKEEPING 1st YEAR) 100 Number
    661 74.02 ROAD A (UPKEEPING 2nd YEAR) 100 Number
    662 74.03 ROAD A (UPKEEPING 3rd YEAR) 100 Number
    663 74.04 ROAD A (UPKEEPING 4th YEAR) 100 Number
    664 74.05 ROAD A (UPKEEPING 5th YEAR) 100 Number
    665 74.06 ROAD B (UPKEEPING 1st YEAR) 75 Number
    666 74.07 ROAD B (UPKEEPING 2nd YEAR) 75 Number
    667 74.08 ROAD B (UPKEEPING 3rd YEAR) 75 Number
    668 74.09 ROAD B (UPKEEPING 4th YEAR) 75 Number
    669 74.1 ROAD B (UPKEEPING 5th YEAR) 75 Number
    670 74.11 ROAD D (UPKEEPING 1st YEAR) 25 Number
    671 74.12 ROAD D (UPKEEPING 2nd YEAR) 25 Number
    672 74.13 ROAD D (UPKEEPING 3rd YEAR) 25 Number
    673 74.14 ROAD D (UPKEEPING 4th YEAR) 25 Number
    674 74.15 ROAD D (UPKEEPING 5th YEAR) 25 Number
    675 74.16 ROAD E (UPKEEPING 1st YEAR) 25 Number
    676 74.17 ROAD E (UPKEEPING 2nd YEAR) 25 Number
    677 74.18 ROAD E (UPKEEPING 3rd YEAR) 25 Number
    678 74.19 ROAD E (UPKEEPING 4th YEAR) 25 Number
    679 74.2 ROAD E (UPKEEPING 5th YEAR) 25 Number
    680 74.21 ROAD F (UPKEEPING 1st YEAR) 75 Number
    681 74.22 ROAD F (UPKEEPING 2nd YEAR) 75 Number
    682 74.23 ROAD F (UPKEEPING 3rd YEAR) 75 Number
    683 74.24 ROAD F (UPKEEPING 4th YEAR) 75 Number
    684 74.25 ROAD F (UPKEEPING 5th YEAR) 75 Number
    685 74.26 ROAD G (UPKEEPING 1st YEAR) 250 Number
    686 74.27 ROAD G (UPKEEPING 2nd YEAR) 250 Number
    687 74.28 ROAD G (UPKEEPING 3rd YEAR) 250 Number
    688 74.29 ROAD G (UPKEEPING 4th YEAR) 250 Number
    689 74.3 ROAD G (UPKEEPING 5th YEAR) 250 Number
    690 75 Chiseling the tree barks upto a size of 20cm x 20cm and painting with first class enamel wood paint and numbering the trees as per avenue
    691 75.01 ROAD F (UPKEEPING 1st YEAR) 7 Number
    692 75.02 ROAD G (UPKEEPING 1st YEAR) 26 Number
    693 76 Painting the tree barks upto a size of 15cm x 15cm with first class enamel paintas per avenue register complete
    694 76.01 ROAD F (UPKEEPING 2nd YEAR) 0.16 Square metre
    695 76.02 ROAD F (UPKEEPING 3rd YEAR) 0.16 Square metre
    696 76.03 ROAD F (UPKEEPING 4th YEAR) 0.16 Square metre
    697 76.04 ROAD F (UPKEEPING 5th YEAR) 0.16 Square metre
    698 76.05 ROAD G (UPKEEPING 2nd YEAR) 0.59 Square metre
    699 76.06 ROAD G (UPKEEPING 3rd YEAR) 0.59 Square metre
    700 76.07 ROAD G (UPKEEPING 4th YEAR) 0.59 Square metre
    701 76.08 ROAD G (UPKEEPING 5th YEAR) 0.59 Square metre
    702 77 Lettering the tree barks upto a size of 15cm x 15cm with first class enamel paint as per avenue register complete
    703 77.01 ROAD F (UPKEEPING 2nd YEAR) (5 to 10 CM) 14 Number
    704 77.02 ROAD F (UPKEEPING 3rd YEAR) (5 to 10 CM) 14 Number
    705 77.03 ROAD F (UPKEEPING 4th YEAR) (5 to 10 CM) 14 Number
    706 77.04 ROAD F (UPKEEPING 5th YEAR) (5 to 10 CM) 14 Number
    707 77.05 ROAD G (UPKEEPING 2nd YEAR) (5 to 10 CM) 52 Number
    708 77.06 ROAD G (UPKEEPING 3rd YEAR) (5 to 10 CM) 52 Number
    709 77.07 ROAD G (UPKEEPING 4th YEAR) (5 to 10 CM) 52 Number
    710 77.08 ROAD G (UPKEEPING 5th YEAR) (5 to 10 CM) 52 Number
    711 78 Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification no.111,112,501, 503,900 - over bituminous surfaces
    712 78.01 ROAD A (UPKEEPING 4th YEAR) 264 Square metre
    713 78.02 ROAD A (UPKEEPING 5th YEAR) 550 Square metre
    714 78.03 ROAD B (UPKEEPING 4th YEAR) 330 Square metre
    715 78.04 ROAD B (UPKEEPING 5th YEAR) 550 Square metre
    716 78.05 ROAD C (UPKEEPING 4th YEAR) 330 Square metre
    717 78.06 ROAD C (UPKEEPING 5th YEAR) 550 Square metre
    718 78.07 ROAD D (UPKEEPING 4th YEAR) 330 Square metre
    719 78.08 ROAD D (UPKEEPING 5th YEAR) 550 Square metre
    720 78.09 ROAD E (UPKEEPING 4th YEAR) 132 Square metre
    721 78.1 ROAD E (UPKEEPING 5th YEAR) 220 Square metre
    722 78.11 ROAD F (UPKEEPING 4th YEAR) 197 Square metre
    723 78.12 ROAD F (UPKEEPING 5th YEAR) 328.13 Square metre
    724 78.13 ROAD G (UPKEEPING 4th YEAR) 337.67 Square metre
    725 78.14 ROAD G (UPKEEPING 5th YEAR) 562.5 Square metre
    726 79 Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specificationno.111,112,507,900 complete in all respects - Grading II for patch Work
    727 79.01 ROAD A (UPKEEPING 4th YEAR) 7.92 Cubic Metre
    728 79.02 ROAD A (UPKEEPING 5th YEAR) 16.5 Cubic Metre
    729 79.03 ROAD B (UPKEEPING 4th YEAR) 9.9 Cubic Metre
    730 79.04 ROAD B (UPKEEPING 5th YEAR) 16.5 Cubic Metre
    731 79.05 ROAD C (UPKEEPING 4th YEAR) 9.9 Cubic Metre
    732 79.06 ROAD C (UPKEEPING 5th YEAR) 16.5 Cubic Metre
    733 79.07 ROAD D (UPKEEPING 4th YEAR) 9.9 Cubic Metre
    734 79.08 ROAD D (UPKEEPING 5th YEAR) 16.5 Cubic Metre
    735 79.09 ROAD E (UPKEEPING 4th YEAR) 3.96 Cubic Metre
    736 79.1 ROAD E (UPKEEPING 5th YEAR) 6.6 Cubic Metre
    737 79.11 ROAD F (UPKEEPING 4th YEAR) 5.91 Cubic Metre
    738 79.12 ROAD F (UPKEEPING 5th YEAR) 16.41 Cubic Metre
    739 79.13 ROAD G (UPKEEPING 4th YEAR) 10.13 Cubic Metre
    740 79.14 ROAD G (UPKEEPING 5th YEAR) 28.13 Cubic Metre
    741 79.15 Calculation of SubTotal, GST and Total Amount carried out by system automatically
    742 79.16 Basic cost of value put to tender as per estimate 1 (A)
    743 79.17 Add GST at 12% 1 (B)
    744 79.18 Total Value put to Tender 1 (A+B)
    745 79.19 Excess/Less Percentage 1 (D)
    746 79.2 Final Value 1 (E)
    747 79.21 Add GST at 12% of Final Value 1 (F)
    748 79.22 Total Value of Contract Including 12% of GST 1 (E+F)
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