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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-06-2020 | Date Corrigendum | Date | 10-07-2020 |
| Name of work : PACKAGE 42 - Widening and Improvement Works including upkeeping for a period of 60 months and CD Works in Madurantakam (H) C&M Sub Division Jurisdiction A) Widening from single lane to intermediate lane and Improvements of Orathi - Vappankarani road at Km 0/0-1/8 including upkeeping for a period of 60 months (Job Code :01-CRIDP-20-21-P-4895) B) Widening from Single lane to Intermediate lane and Improvements of Orathi - Veppankaranai Road at km 1/8 - 3/6 including upkeeping for a period of 60 months (Job code:01-CRIDP-20-21-P-4896) C)Widening from Intermediate lane to Two lane and Improvements of South - Arcot - Frontior Road at Km.0/0-2/4(MD 433) including upkeeping for a period of 60 months (Job code:01-CRIDP-20-21-M-1211) D) Widening from Intermediate lane to Two lane and Improvements of South - Arcot - Frontior Road at Km.2/4-4/2 (MD 433) including upkeeping for a period of 60 months (Job code:01-CRIDP-20-21-M-1212) E) Widening from Single lane to Intermediate lane and Improvements of GST road to Acharapakkam Loop Road at Km.0/0-0/450 & 0/950-1/2 including upkeeping for a period of 60 months (Job code:01-CRIDP-20-21-O-2303) F) Reconstruction of Box Culvert at KM1/2 of Chunambedu - Perumbair Road (Job code:01-CRIDP-20-21-O-2342) G) Reconstruction of Box Culvert at KM3/8 of Chunambedu - Perumbair Road (Job code:01-CRIDP-20-21-O-2343) H) Reconstruction of Box Culverts at Km.1/8, 4/6, 6/6, 13/2 & 16/2 ofCheyyur - Wandavasi Road to Villivakkam Road Road (Job code:01-CRIDP-20-21-O-2393) I) Reconstruction of Box Culvert at Km 6/4 of Acharapakkam - Annkunnam Road (Job code:01-CRIDP-20-21-O-2396) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for Roadway and drainage\nExcavation including removal and satisfactory disposal of all materials 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 for box cutting for wideneing portion as per standard specification MORTH Rev.V No. 111,112,301,304 | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.1 | Road A | 1836 | Cubic Metre | |
| 3 | 1.2 | Road B | 2063 | Cubic Metre | |
| 4 | 1.3 | Road C | 2448 | Cubic Metre | |
| 5 | 1.4 | Road D | 1769 | Cubic Metre | |
| 6 | 1.5 | Road E | 630 | Cubic Metre | |
| 7 | 2 | 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 Optimum Moisture Content in accordance with IS 2720 (part8), 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) - for grading- V - (Filter layer) | |||
| 8 | 2.1 | Road A | 630 | Cubic Metre | |
| 9 | 2.2 | Road B | 708 | Cubic Metre | |
| 10 | 2.3 | Road C | 702 | Cubic Metre | |
| 11 | 2.4 | Road D | 508 | Cubic Metre | |
| 12 | 2.5 | Road E | 245 | Cubic Metre | |
| 13 | 2.6 | Road F | 33.2 | Cubic Metre | |
| 14 | 2.7 | Road G | 27.8 | Cubic Metre | |
| 15 | 2.8 | Road H | 52.5 | Cubic Metre | |
| 16 | 2.9 | Road I | 22.2 | Cubic Metre | |
| 17 | 3 | 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 Optimum Moisture Content in accordance with IS 2720 (part 8) 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)\n | |||
| 18 | 3.1 | Road A | 788 | Cubic Metre | |
| 19 | 3.2 | Road B | 885 | Cubic Metre | |
| 20 | 3.3 | Road C | 900 | Cubic Metre | |
| 21 | 3.4 | Road D | 651 | Cubic Metre | |
| 22 | 3.5 | Road E | 307 | Cubic Metre | |
| 23 | 3.6 | Road F | 14 | Cubic Metre | |
| 24 | 3.7 | Road G | 24.8 | Cubic Metre | |
| 25 | 3.8 | Road H | 47 | Cubic Metre | |
| 26 | 3.9 | Road I | 14 | Cubic Metre | |
| 27 | 4 | 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) - over WMM/ WBM | |||
| 28 | 4.1 | Road A | 3150 | Square Metre | |
| 29 | 4.2 | Road B | 3539 | Square Metre | |
| 30 | 4.3 | Road C | 3600 | Square Metre | |
| 31 | 4.4 | Road D | 2601 | Square Metre | |
| 32 | 4.5 | Road E | 1225 | Square Metre | |
| 33 | 4.6 | Road F | 112.5 | Square Metre | |
| 34 | 4.7 | Road G | 99 | Square Metre | |
| 35 | 4.8 | Road H | 187.5 | Square Metre | |
| 36 | 4.9 | Road I | 75 | Square Metre | |
| 37 | 5 | 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 granular surface treated with primer as per clause 503 - over granular surfaces treated with primer | |||
| 38 | 5.1 | Road A | 3150 | Square Metre | |
| 39 | 5.2 | Road B | 3539 | Square Metre | |
| 40 | 5.3 | Road C | 3600 | Square Metre | |
| 41 | 5.4 | Road D | 2601 | Square Metre | |
| 42 | 5.5 | Road E | 1225 | Square Metre | |
| 43 | 5.6 | Road F | 112.5 | Square Metre | |
| 44 | 5.7 | Road G | 99 | Square Metre | |
| 45 | 5.8 | Road H | 187.5 | Square Metre | |
| 46 | 5.9 | Road I | 75 | Square Metre | |
| 47 | 6 | 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 bituminous surface cleaned with mechanical broom and high pressure air jet,or other means as directed by the Engineer.As per clause 503 - over bituminous surfaces | |||
| 48 | 6.1 | Road A | 6912 | Square Metre | |
| 49 | 6.2 | Road B | 7649 | Square Metre | |
| 50 | 6.3 | Road C | 13470 | Square Metre | |
| 51 | 6.4 | Road D | 9849 | Square Metre | |
| 52 | 6.5 | Road E | 2971 | Square Metre | |
| 53 | 6.6 | Road F | 112.5 | Square Metre | |
| 54 | 6.7 | Road G | 462 | Square Metre | |
| 55 | 6.8 | Road H | 187.5 | Square Metre | |
| 56 | 6.9 | Road I | 225 | Square Metre | |
| 57 | 7 | Bituminous Macadam (Table - 500-10)(Providing and laying Bituminous Macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) and transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH Rev. V Specification -Grading II | |||
| 58 | 7.1 | Road A | 35 | Cubic Metre | |
| 59 | 7.2 | Road B | 35 | Cubic Metre | |
| 60 | 7.3 | Road C | 66 | Cubic Metre | |
| 61 | 7.4 | Road D | 47 | Cubic Metre | |
| 62 | 7.5 | Road E | 14 | Cubic Metre | |
| 63 | 7.6 | Road F | 11.3 | Cubic Metre | |
| 64 | 7.7 | Road G | 30.3 | Cubic Metre | |
| 65 | 7.8 | Road H | 19 | Cubic Metre | |
| 66 | 7.9 | Road I | 13.2 | Cubic Metre | |
| 67 | 8 | Dense Graded Bituminous Macadam (Table - 500-10)(Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.505) Grading II (50-75mm) | |||
| 68 | 8.1 | Road A | 189 | Cubic Metre | |
| 69 | 8.2 | Road B | 213 | Cubic Metre | |
| 70 | 8.3 | Road C | 234 | Cubic Metre | |
| 71 | 8.4 | Road D | 169 | Cubic Metre | |
| 72 | 8.5 | Road E | 62 | Cubic Metre | |
| 73 | 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 JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II | |||
| 74 | 9.1 | Road A | 335 | Cubic Metre | |
| 75 | 9.2 | Road B | 336 | Cubic Metre | |
| 76 | 9.3 | Road C | 512 | Cubic Metre | |
| 77 | 9.4 | Road D | 374 | Cubic Metre | |
| 78 | 9.5 | Road E | 126 | Cubic Metre | |
| 79 | 9.6 | Road F | 6.8 | Cubic Metre | |
| 80 | 9.7 | Road G | 19.8 | Cubic Metre | |
| 81 | 9.8 | Road H | 11.5 | Cubic Metre | |
| 82 | 9.9 | Road I | 9 | Cubic Metre | |
| 83 | 10 | Excavation for Roadway and drainage\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 as per MORTH Rev. V Specification \nd) Formation of embankment using earth available at site by Box Cutting for forming and raising berms.\n | |||
| 84 | 10.1 | Road A | 891 | Cubic Metre | |
| 85 | 10.2 | Road B | 1259 | Cubic Metre | |
| 86 | 10.3 | Road C | 1512 | Cubic Metre | |
| 87 | 10.4 | Road D | 1106 | Cubic Metre | |
| 88 | 10.5 | Road E | 410 | Cubic Metre | |
| 89 | 11 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification.\n | |||
| 90 | 11.1 | Road A | 2907 | Square Metre | |
| 91 | 11.2 | Road B | 2871 | Square Metre | |
| 92 | 11.3 | Road C | 3558 | Square Metre | |
| 93 | 11.4 | Road D | 2650 | Square Metre | |
| 94 | 11.5 | Road E | 486 | Square Metre | |
| 95 | 12 | Provision for hire charges including pay and allowances of Crews for JCB for clearing the ventway of culverts and clearing on either sides, etc., complete as directed by departmental officers.\n | |||
| 96 | 12.1 | Road A | 6 | Hour | |
| 97 | 12.2 | Road B | 6 | Hour | |
| 98 | 12.3 | Road C | 10 | Hour | |
| 99 | 12.4 | Road D | 20 | Hour | |
| 100 | 12.5 | Road E | 6 | Hour | |
| 101 | 13 | Providing RCC M15 grade precast KM Stone for MDR &SH of standard design as per IRC: 8 - 1980 and fixing in position including all incidental charges, etc., complete as per MORT&H specification No. 804 and as directed by the Engineer. | |||
| 102 | 13.1 | Road C | 2 | Number | |
| 103 | 13.2 | Road D | 2 | Number | |
| 104 | 14 | Providing RCC M15 grade precast KM Stone for ODR of standard design as per IRC: 8 - 1980 and fixing in position including all incidental charges, etc., complete as per MORT&H specification No. 804 and as directed by the Engineer. | |||
| 105 | 14.1 | Road A | 1 | Number | |
| 106 | 14.2 | Road B | 2 | Number | |
| 107 | 14.3 | Road E | 1 | Number | |
| 108 | 15 | Providing RCC M15 grade precast HM Stone of standard design as per IRC: 26 - 1976 and fixing in position including all incidental charges, etc., complete as per MORT&H specification No. 804 and as directed by the Engineer. | |||
| 109 | 15.1 | Road A | 8 | Number | |
| 110 | 15.2 | Road B | 7 | Number | |
| 111 | 15.3 | Road C | 10 | Number | |
| 112 | 15.4 | Road D | 7 | Number | |
| 113 | 15.5 | Road E | 3 | Number | |
| 114 | 16 | Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 115 | 16.1 | Road A | 5 | Square Metre | |
| 116 | 16.2 | Road B | 5 | Square Metre | |
| 117 | 16.3 | Road C | 8 | Square Metre | |
| 118 | 16.4 | Road D | 11 | Square Metre | |
| 119 | 16.5 | Road E | 5 | Square Metre | |
| 120 | 17 | Painting with synthetic Enamel paint over the existing iron surfaces, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 121 | 17.1 | Road A | 6 | Square Metre | |
| 122 | 17.2 | Road B | 6 | Square Metre | |
| 123 | 17.3 | Road C | 2 | Square Metre | |
| 124 | 17.4 | Road D | 2 | Square Metre | |
| 125 | 17.5 | Road E | 2 | Square Metre | |
| 126 | 18 | Whitewashing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 127 | 18.1 | Road A | 63 | Square Metre | |
| 128 | 18.2 | Road B | 64 | Square Metre | |
| 129 | 18.3 | Road C | 166 | Square Metre | |
| 130 | 18.4 | Road D | 579 | Square Metre | |
| 131 | 18.5 | Road E | 60 | Square Metre | |
| 132 | 18.6 | Road F | 75 | Square Metre | |
| 133 | 18.7 | Road G | 125 | Square Metre | |
| 134 | 18.8 | Road H | 130 | Square Metre | |
| 135 | 18.9 | Road I | 87 | Square Metre | |
| 136 | 19 | White banding with White cem over the Centre medians, Tree banding, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 137 | 19.1 | Road D | 4 | Square Metre | |
| 138 | 19.2 | Road E | 12 | Square Metre | |
| 139 | 20 | Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 140 | 20.1 | Road D | 40 | Square Metre | |
| 141 | 20.2 | Road E | 8 | Square Metre | |
| 142 | 20.3 | Road F | 5 | Square Metre | |
| 143 | 20.4 | Road G | 8 | Square Metre | |
| 144 | 20.5 | Road H | 30 | Square Metre | |
| 145 | 20.6 | Road I | 11 | Square Metre | |
| 146 | 21 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer. Lettering 5 to 10 cm. Size | |||
| 147 | 21.1 | Road A | 304 | Number | |
| 148 | 21.2 | Road B | 275 | Number | |
| 149 | 21.3 | Road C | 506 | Number | |
| 150 | 21.4 | Road D | 779 | Number | |
| 151 | 21.5 | Road E | 271 | Number | |
| 152 | 22 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer. Lettering 10 to 15 cm. Size\n | |||
| 153 | 22.1 | Road A | 28 | Number | |
| 154 | 22.2 | Road B | 38 | Number | |
| 155 | 22.3 | Road C | 44 | Number | |
| 156 | 22.4 | Road D | 38 | Number | |
| 157 | 22.5 | Road E | 18 | Number | |
| 158 | 23 | ReConstruction of Box Culverts Excavation including removal and satisfactory disposal of all materials 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 For Dressing the Bed as per MORT&H Rev. V specifications \n | |||
| 159 | 23.1 | Road F | 388 | Cubic Metre | |
| 160 | 23.2 | Road G | 799 | Cubic Metre | |
| 161 | 23.3 | Road H | 210 | Cubic Metre | |
| 162 | 23.4 | Road I | 233 | Cubic Metre | |
| 163 | 24 | Earth work excavation in all classes of soil except hard rockrequiring blasting and depositing on bank as per SS20B conveying the excavted earth wiht a lead of 5km with all leads and including lifts and all other incidental charges such as bailing out water providing and maintaining necessary cofferdam, sheeting, shoring Rev. V specifications for FOUNDATION OF CULVERT | |||
| 164 | 24.1 | Road F | 135 | Cubic Metre | |
| 165 | 24.2 | Road G | 108 | Cubic Metre | |
| 166 | 24.3 | Road H | 91.5 | Cubic Metre | |
| 167 | 24.4 | Road I | 68 | Cubic Metre | |
| 168 | 25 | Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall. | |||
| 169 | 25.1 | Road F | 53 | Cubic Metre | |
| 170 | 25.2 | Road G | 45 | Cubic Metre | |
| 171 | 25.3 | Road H | 25.5 | Cubic Metre | |
| 172 | 25.4 | Road I | 20 | Cubic Metre | |
| 173 | 26 | Vibrated Cement concrete M20 (Nominal mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site, including cost of Cement at site, including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., as per relevant standard specification for above sill of retaining wall and parapets . | |||
| 174 | 26.1 | Road F | 104 | Cubic Metre | |
| 175 | 26.2 | Road G | 114 | Cubic Metre | |
| 176 | 26.3 | Road H | 37.5 | Cubic Metre | |
| 177 | 26.4 | Road I | 23 | Cubic Metre | |
| 178 | 27 | Vibrated Reinforced Cement concrete in M25 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per MORTH Rev. V Specification for Cell Box | |||
| 179 | 27.1 | Road F | 156.5 | Cubic Metre | |
| 180 | 27.2 | Road G | 136.1 | Cubic Metre | |
| 181 | 27.3 | Road H | 101 | Cubic Metre | |
| 182 | 27.4 | Road I | 98.2 | Cubic Metre | |
| 183 | 28 | Vibrated cement Concrete M30 design mix using IRC size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc. excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORTH Rev. V Specification. | |||
| 184 | 28.1 | Road F | 101 | Square Metre | |
| 185 | 28.2 | Road G | 100.1 | Square Metre | |
| 186 | 28.3 | Road H | 70.5 | Square Metre | |
| 187 | 28.4 | Road I | 67.6 | Square Metre | |
| 188 | 29 | Supply and fabrication of Tor steel grade Fe - 500 D steel 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 for spacing bars, cover blocks and all other incidental charges etc,complete as per MORT&H Rev. V specifications | |||
| 189 | 29.1 | Road F | 12.6 | Metric tonne | |
| 190 | 29.2 | Road G | 10.2 | Metric tonne | |
| 191 | 29.3 | Road H | 8.8 | Metric tonne | |
| 192 | 29.4 | Road I | 7.2 | Metric tonne | |
| 193 | 30 | Filling behind Abutments and Wing wall with clean Gritty Gravel including cost and conveyance of Gravel having phi value more that 35 and confirming to appendex-6 of IRC 78-2014 including cost and conveyance of gravel to work site, 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 incidental charges, etc. complete. | |||
| 194 | 30.1 | Road F | 88.4 | Cubic Metre | |
| 195 | 30.2 | Road G | 222 | Cubic Metre | |
| 196 | 30.3 | Road H | 27 | Cubic Metre | |
| 197 | 30.4 | Road I | 39 | Cubic Metre | |
| 198 | 31 | Excavation for Roadway and drainage\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 as per MORTH Rev. V Specification \nfor DIVERSION ROAD | |||
| 199 | 31.1 | Road F | 900 | Cubic Metre | |
| 200 | 31.2 | Road G | 1339 | Cubic Metre | |
| 201 | 31.3 | Road H | 2288 | Cubic Metre | |
| 202 | 31.4 | Road I | 563 | Cubic Metre | |
| 203 | 32 | Collection and Supply of gravel including cost and conveyance of gravel to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete for Diversion Road. | |||
| 204 | 32.1 | Road F | 96 | Cubic Metre | |
| 205 | 32.2 | Road G | 90 | Cubic Metre | |
| 206 | 32.3 | Road H | 332 | Cubic Metre | |
| 207 | 32.4 | Road I | 75 | Cubic Metre | |
| 208 | 33 | Supply of1000 mm dia RCC NP3 Class pipes conforming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the work site and all other incidental charges etc., complete as per MORT&H Rev. V | |||
| 209 | 33.1 | Road F | 15 | running metre | |
| 210 | 33.2 | Road G | 15 | running metre | |
| 211 | 33.4 | Road I | 15 | running metre | |
| 212 | 34 | Laying and fixing of 1000mm dia pipes in position excluding cost of pipes but including conveyance to work site and handling charges on both sides including labour charges for positioning and packing the joints and all other incidental charges etc.,complete as per MORT&H Rev. V | |||
| 213 | 34.1 | Road F | 15 | running metre | |
| 214 | 34.2 | Road G | 15 | running metre | |
| 215 | 34.3 | Road I | 15 | running metre | |
| 216 | 35 | Dismantling the plain cement concrete walls in cement mortar walls under 3 m high including, clearing away and carefully stacking materials useful for reuse any thickness of walls etc, complete. | |||
| 217 | 35.1 | Road F | 59 | Cubic Metre | |
| 218 | 35.2 | Road I | 19 | Cubic Metre | |
| 219 | 36 | Dismantling and removing Cut stone slab and stacking useful materials including all labour and other incidental charges as directed by the departmental officers etc., complete | |||
| 220 | 36.1 | Road G | 3 | Cubic Metre | |
| 221 | 36.2 | Road H | 12.1 | Cubic Metre | |
| 222 | 37 | Dismantling and removing Stone / brick masonry in cement mortar and stacking useful materials as directed by the departmental officers etc., complete | |||
| 223 | 37.1 | Road G | 22 | Cubic Metre | |
| 224 | 37.2 | Road H | 69 | Cubic Metre | |
| 225 | 38 | SUb Work : Road .A : Construction of Retaining wall @ KM 1/6 of Orathi - Veppankaranai Road & Road .B : Construction of Retaining wall @ KM 3/6 of Orathi - Veppankaranai Road:: Earth work excavation in all classes of soil except hard rockrequiring blasting and depositing on bank as per SS20B conveying the excavted earth wiht a lead of 5km with all leads and including lifts and all other incidental charges such as bailing out water providing and maintaining necessary cofferdam, sheeting, shoring Rev. V specifications for FOUNDATION OF RETAINING WALL | |||
| 226 | 38.1 | Road A | 300 | Cubic Metre | |
| 227 | 38.2 | Road B | 600 | Cubic Metre | |
| 228 | 39 | Vibrated Cement concrete in M20 grade using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, form work, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALL | |||
| 229 | 39.1 | Road A | 75 | Cubic Metre | |
| 230 | 39.2 | Road B | 150 | Cubic Metre | |
| 231 | 40 | Vibrated Cement concrete in M20 grade using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, form work, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for BELOW AND ABOVE GROUND LEVEL OF RETAINING WALL. | |||
| 232 | 40.1 | Road A | 189 | Cubic Metre | |
| 233 | 40.2 | Road B | 506 | Cubic Metre | |
| 234 | 41 | Filling with Gravel including cost and conveyance of Gravel to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete | |||
| 235 | 41.1 | Road A | 98 | Cubic Metre | |
| 236 | 41.2 | Road B | 181 | Cubic Metre | |
| 237 | 42 | Providing and fixing PVC seepage pipes of 110mm dia at 1.0 m c/c both ways to drain the back fill behind the abutments and wings placed inclined position including cost and conveyance of all materials to worksite and labour charges for fixing, etc. complete | |||
| 238 | 42.1 | Road A | 110 | Running Metre | |
| 239 | 42.2 | Road B | 204 | Running Metre | |
| 240 | 43 | Sub Work : \nRoad D - Reconstruction of RCC Pipe Culvert @ KM 2/10 & 3/6(iii) of South Arcot Frontior Road Removing the existing RCC pipe including labour charges for dismantling and all other incidental charges etc., complete as per MORT&H Rev. V specifications | |||
| 241 | 43.1 | Road D | 7.5 | running metre | |
| 242 | 44 | Dismantling and removing Cut stone slab and stacking useful materials including all labour and other incidental charges as directed by the departmental officers etc., complete | |||
| 243 | 44.1 | Road D | 5.4 | Cubic Metre | |
| 244 | 45 | Dismantling and removing Stone / brick masonry in cement mortar and stacking useful materials as directed by the departmental officers etc., complete | |||
| 245 | 45.1 | Road D | 28.85 | Cubic Metre | |
| 246 | 46 | 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 For Foundation.as per MORT&H Rev. V specifications No.100,111,112,304,305 | |||
| 247 | 46.1 | Road D | 187.6 | Cubic Metre | |
| 248 | 47 | Plain Cement concrte M10 (Nominal mix .) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc.. complete For Foundation Body Wall.as per MORT&H Rev. V specifications | |||
| 249 | 47.1 | Road D | 4.7 | Cubic Metre | |
| 250 | 48 | Vibrated cement concrte M20 (Nominal mix .) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing concrete, for work and centering charges laying, hire charges for Tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc.. complete For BELOW AND ABOVE SILL LEVEL OF BODY WALL.as per MORT&H Rev. V | |||
| 251 | 48.1 | Road D | 45 | Cubic Metre | |
| 252 | 49 | Supply of1000 mm dia RCC NP3 Class pipes conforming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the work site and all other incidental charges etc., complete as per MORT&H Rev. V | |||
| 253 | 49.1 | Road D | 37.5 | running metre | |
| 254 | 50 | Laying and fixing of 1000mm dia pipes in position excluding cost of pipes but including conveyance to work site and handling charges on both sides including labour charges for positioning and packing the joints and all other incidental charges etc.,complete as per MORT&H Rev. V | |||
| 255 | 50.1 | Road D | 37.5 | running metre | |
| 256 | 51 | Filling with Gravel including cost and conveyance of Gravel to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete | |||
| 257 | 51.1 | Road D | 51 | Cubic Metre | |
| 258 | 52 | 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.For Training the channel | |||
| 259 | 52.1 | Road D | 700 | Cubic Metre | |
| 260 | 53 | Sub Work : Road D- Widening of RCC slab Culverts at Km 3/2(i) ,3/6(i) &3/8(ii) of South Arcot Frontior Road(MDR-433) Excavation including removal and satisfactory disposal of all materials 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 For Dressing the Bed as per MORT&H Rev. V specifications | |||
| 261 | 53.1 | Road D | 96 | Cubic Metre | |
| 262 | 54 | Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of Abutments, Wings. | |||
| 263 | 54.1 | Road D | 240 | Cubic Metre | |
| 264 | 55 | Vibrated Cement concrete in M15 grade using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, form work, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for foundation of ABUTMENT & WINGS | |||
| 265 | 55.1 | Road D | 81 | Cubic Metre | |
| 266 | 56 | Vibrated Cement concrete in M15 grade using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, form work, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for FOOTINGS OF ABUTMENT&WINGS | |||
| 267 | 56.1 | Road D | 84.3 | Cubic Metre | |
| 268 | 57 | Vibrated Cement concrete in M15 grade using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, form work, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for Sub structure of abutments and wings. | |||
| 269 | 57.1 | Road D | 47.4 | Cubic Metre | |
| 270 | 58 | Vibrated Reinforced Cement concrete in M25 grade using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for BED BLOCK CUM DIRT WALL | |||
| 271 | 58.1 | Road D | 4.5 | Cubic Metre | |
| 272 | 59 | Providing and fixing PVC seepage pipes of 110mm dia at 1.0 m c/c both ways to drain the back fill behind the abutments and wings placed inclined position including cost and conveyance of all materials to worksite and labour charges for fixing, etc. complete | |||
| 273 | 59.1 | Road D | 72 | Running Metre | |
| 274 | 60 | Providing and fixing KRAFT PAPER for full width of seating of deck slab including cost and conveyance to work site labour for fixing the same in correct position and all other incidental charges etc, complete | |||
| 275 | 60.1 | Road D | 8.4 | Square Metre | |
| 276 | 61 | Vibrated Reinforced Cement concrete in M25 grade using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for DECK SLAB | |||
| 277 | 61.1 | Road D | 8.1 | Cubic Metre | |
| 278 | 62 | Filling behind Abutments and Wing wall with clean Gritty Gravel including cost and conveyance of Gravel having phi value more that 35 and confirming to appendex-6 of IRC 78-200 including cost and conveyance of gravel to work site, 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 incidental charges, etc. complete | |||
| 279 | 62.1 | Road D | 60.3 | Cubic Metre | |
| 280 | 63 | Supply and fabrication of Tor steel grade Fe --500 D steel 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 for spacing bars, cover blocks and all other incidental charges etc,complete as per MORT&H Rev. V specifications | |||
| 281 | 63.1 | Road D | 1.5 | Cubic Metre | |
| 282 | 64 | Plastering with cement mortor (1:1.5)20mm thick including cost and conveyance of all materials to work site and labour charges for mixing mortor etc., complete for 10 sqm for exposed RCC deck slab surface.as per MORT&H Rev. V specifications | |||
| 283 | 64.1 | Road D | 198 | Square Metre | |
| 284 | 65 | Sub Works: Road - D- ReConstruction of Box Culvert ) at Km 3/6(ii),3/8(i)&3/8(iii)of South Arcot Frontior Road(MDR-433)& Road -E - ReConstruction of Box Culvert ) at Km 0/2 of GST Road to Acharapakkam Loop Road- :: Excavation including removal and satisfactory disposal of all materials 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 For Dressing the Bed as per MORT&H Rev. V specifications \n | |||
| 285 | 65.1 | Road D | 801 | Cubic Metre | |
| 286 | 65.2 | Road E | 124 | Cubic Metre | |
| 287 | 66 | Earth work excavation in all classes of soil except hard rockrequiring blasting and depositing on bank as per SS20B conveying the excavted earth wiht a lead of 5km with all leads and including lifts and all other incidental charges such as bailing out water providing and maintaining necessary cofferdam, sheeting, shoring Rev. V specifications for FOUNDATION OF CULVERT | |||
| 288 | 66.1 | Road D | 222 | Cubic Metre | |
| 289 | 66.2 | Road E | 40 | Cubic Metre | |
| 290 | 67 | Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall. | |||
| 291 | 67.1 | Road D | 60 | Cubic Metre | |
| 292 | 67.2 | Road E | 17 | Cubic Metre | |
| 293 | 68 | Vibrated Cement concrete M20 (Nominal mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site, including cost of Cement at site, including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., as per relevant standard specification for above sill of retaining wall and parapets . | |||
| 294 | 68.1 | Road D | 48 | Cubic Metre | |
| 295 | 68.2 | Road E | 32 | Cubic Metre | |
| 296 | 69 | Vibrated Reinforced Cement concrete in M25 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per MORTH Rev. V Specification for Cell Box | |||
| 297 | 69.1 | Road D | 347.1 | Cubic Metre | |
| 298 | 69.2 | Road E | 45 | Cubic Metre | |
| 299 | 70 | Vibrated cement Concrete M30 design mix using IRC size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc. excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORTH Rev. V Specification. | |||
| 300 | 70.1 | Road D | 246 | Square Metre | |
| 301 | 70.2 | Road E | 30 | Square Metre | |
| 302 | 71 | Supply and fabrication of Tor steel grade Fe - 500 D steel 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 for spacing bars, cover blocks and all other incidental charges etc,complete as per MORT&H Rev. V specifications | |||
| 303 | 71.1 | Road D | 25.2 | Metric tonne | |
| 304 | 71.2 | Road E | 3.2 | Metric tonne | |
| 305 | 72 | Filling behind Abutments and Wing wall with clean Gritty Gravel including cost and conveyance of Gravel having phi value more that 35 and confirming to appendex-6 of IRC 78-2014 including cost and conveyance of gravel to work site, 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 incidental charges, etc. complete. | |||
| 306 | 72.1 | Road D | 138 | Cubic Metre | |
| 307 | 72.2 | Road E | 60 | Cubic Metre | |
| 308 | 73 | Excavation for Roadway and drainage\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 as per MORTH Rev. V Specification \nfor DIVERSION ROAD | |||
| 309 | 73.1 | Road D | 1689 | Cubic Metre | |
| 310 | 73.2 | Road E | 1125 | Cubic Metre | |
| 311 | 74 | Collection and Supply of gravel including cost and conveyance of gravel to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete for Diversion Road. | |||
| 312 | 74.1 | Road D | 225 | Cubic Metre | |
| 313 | 74.2 | Road E | 120 | Cubic Metre | |
| 314 | 75 | Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.For RCC slab as per MORT&H Rev. V specifications | |||
| 315 | 75.1 | Road E | 3.6 | Cubic Metre | |
| 316 | 76 | Removing the existing RCC pipe including labour charges for dismantling and all other incidental charges etc., complete as per MORT&H Rev. V specifications | |||
| 317 | 76.1 | Road D | 157.5 | running metre | |
| 318 | 77 | Dismantling and removing Stone / brick masonry in cement mortar and stacking useful materials as directed by the departmental officers etc., complete | |||
| 319 | 77.1 | Road D | 89 | Cubic Metre | |
| 320 | 77.2 | Road E | 21 | Cubic Metre | |
| 321 | 78 | UPKEEPING OF ROADS FOR 1 st YEAR Excavation for Roadway and drainage\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 as per MORTH Rev. V Specification \nd) side earth work for raising berms. | |||
| 322 | 78.1 | Road A | 194.4 | Cubic Metre | |
| 323 | 78.2 | Road B | 218.4 | Cubic Metre | |
| 324 | 78.3 | Road C | 259.2 | Cubic Metre | |
| 325 | 78.4 | Road D | 237.6 | Cubic Metre | |
| 326 | 78.5 | Road E | 75.6 | Cubic Metre | |
| 327 | 79 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 328 | 79.1 | Road A | 5814 | Square Metre | |
| 329 | 79.2 | Road B | 5742 | Square Metre | |
| 330 | 79.3 | Road C | 7116 | Square Metre | |
| 331 | 79.4 | Road D | 5300 | Square Metre | |
| 332 | 79.5 | Road E | 972 | Square Metre | |
| 333 | 80 | Provision for hire charges including pay and allowances of Crews for JCB for clearing the ventway of culverts and clearing on either sides, etc., complete as directed by departmental officers. | |||
| 334 | 80.1 | Road A | 6 | Hours | |
| 335 | 80.2 | Road B | 6 | Hours | |
| 336 | 80.3 | Road C | 10 | Hours | |
| 337 | 80.4 | Road D | 20 | Hours | |
| 338 | 80.5 | Road E | 6 | Hours | |
| 339 | 81 | Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 340 | 81.1 | Road A | 5 | Square Metre | |
| 341 | 81.2 | Road B | 5 | Square Metre | |
| 342 | 81.3 | Road C | 8 | Square Metre | |
| 343 | 81.4 | Road D | 11 | Square Metre | |
| 344 | 81.5 | Road E | 5 | Square Metre | |
| 345 | 82 | Painting with synthetic Enamel paint over the existing iron surfaces, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 346 | 82.1 | Road A | 6 | Square Metre | |
| 347 | 82.2 | Road B | 6 | Square Metre | |
| 348 | 82.3 | Road C | 2 | Square Metre | |
| 349 | 82.4 | Road D | 2 | Square Metre | |
| 350 | 82.5 | Road E | 2 | Square Metre | |
| 351 | 83 | Whitewashing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 352 | 83.1 | Road A | 63 | Square Metre | |
| 353 | 83.2 | Road B | 64 | Square Metre | |
| 354 | 83.3 | Road C | 166 | Square Metre | |
| 355 | 83.4 | Road D | 579 | Square Metre | |
| 356 | 83.5 | Road E | 60 | Square Metre | |
| 357 | 84 | White banding with White cem over the Centre medians, Tree banding, etc.including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 358 | 84.1 | Road D | 4 | Square Metre | |
| 359 | 84.2 | Road E | 12 | Square Metre | |
| 360 | 85 | Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 361 | 85.1 | Road D | 40 | Square Metre | |
| 362 | 85.2 | Road E | 8 | Square Metre | |
| 363 | 86 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer. Lettering 5 to 10 cm. Size | |||
| 364 | 86.1 | Road A | 304 | Numbers | |
| 365 | 86.2 | Road B | 275 | Numbers | |
| 366 | 86.3 | Road C | 506 | Numbers | |
| 367 | 86.4 | Road D | 779 | Numbers | |
| 368 | 86.5 | Road E | 271 | Numbers | |
| 369 | 87 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer. Lettering 10 to 15 cm. Size | |||
| 370 | 87.1 | Road A | 28 | Numbers | |
| 371 | 87.2 | Road B | 38 | Numbers | |
| 372 | 87.3 | Road C | 44 | Numbers | |
| 373 | 87.4 | Road D | 38 | Numbers | |
| 374 | 87.5 | Road E | 18 | Numbers | |
| 375 | 88 | UPKEEPING OF ROADS FOR 2 nd YEAR Excavation for Roadway and drainage\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 as per MORTH Rev. V Specification \nd) side earth work for raising berms. | |||
| 376 | 88.1 | Road A | 194.4 | Cubic Metre | |
| 377 | 88.2 | Road B | 218.4 | Cubic Metre | |
| 378 | 88.3 | Road C | 259.2 | Cubic Metre | |
| 379 | 88.4 | Road D | 237.6 | Cubic Metre | |
| 380 | 88.5 | Road E | 75.6 | Cubic Metre | |
| 381 | 89 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 382 | 89.1 | Road A | 5814 | Square Metre | |
| 383 | 89.2 | Road B | 5742 | Square Metre | |
| 384 | 89.3 | Road C | 7116 | Square Metre | |
| 385 | 89.4 | Road D | 5300 | Square Metre | |
| 386 | 89.5 | Road E | 972 | Square Metre | |
| 387 | 90 | Provision for hire charges including pay and allowances of Crews for JCB for clearing the ventway of culverts and clearing on either sides, etc., complete as directed by departmental officers. | |||
| 388 | 90.1 | Road A | 6 | Hours | |
| 389 | 90.2 | Road B | 6 | Hours | |
| 390 | 90.3 | Road C | 10 | Hours | |
| 391 | 90.4 | Road D | 20 | Hours | |
| 392 | 90.5 | Road E | 6 | Hours | |
| 393 | 91 | Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 394 | 91.1 | Road A | 5 | Square Metre | |
| 395 | 91.2 | Road B | 5 | Square Metre | |
| 396 | 91.3 | Road C | 8 | Square Metre | |
| 397 | 91.4 | Road D | 11 | Square Metre | |
| 398 | 91.5 | Road E | 5 | Square Metre | |
| 399 | 92 | Painting with synthetic Enamel paint over the existing iron surfaces, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 400 | 92.1 | Road A | 6 | Square Metre | |
| 401 | 92.2 | Road B | 6 | Square Metre | |
| 402 | 92.3 | Road C | 2 | Square Metre | |
| 403 | 92.4 | Road D | 2 | Square Metre | |
| 404 | 92.5 | Road E | 2 | Square Metre | |
| 405 | 93 | Whitewashing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 406 | 93.1 | Road A | 63 | Square Metre | |
| 407 | 93.2 | Road B | 64 | Square Metre | |
| 408 | 93.3 | Road C | 166 | Square Metre | |
| 409 | 93.4 | Road D | 579 | Square Metre | |
| 410 | 93.5 | Road E | 60 | Square Metre | |
| 411 | 94 | White banding with White cem over the Centre medians, Tree banding, etc.including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 412 | 94.1 | Road D | 4 | Square Metre | |
| 413 | 94.2 | Road E | 12 | Square Metre | |
| 414 | 95 | Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 415 | 95.1 | Road D | 40 | Square Metre | |
| 416 | 95.2 | Road E | 8 | Square Metre | |
| 417 | 96 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer. Lettering 5 to 10 cm. Size | |||
| 418 | 96.1 | Road A | 304 | Numbers | |
| 419 | 96.2 | Road B | 275 | Numbers | |
| 420 | 96.3 | Road C | 506 | Numbers | |
| 421 | 96.4 | Road D | 779 | Numbers | |
| 422 | 96.5 | Road E | 271 | Numbers | |
| 423 | 97 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer. Lettering 10 to 15 cm. Size | |||
| 424 | 97.1 | Road A | 28 | Numbers | |
| 425 | 97.2 | Road B | 38 | Numbers | |
| 426 | 97.3 | Road C | 44 | Numbers | |
| 427 | 97.4 | Road D | 38 | Numbers | |
| 428 | 97.5 | Road E | 18 | Numbers | |
| 429 | 98 | UPKEEPING OF ROADS FOR 3 rd YEAR Excavation for Roadway and drainage\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 as per MORTH Rev. V Specification \nd) side earth work for raising berms. | |||
| 430 | 98.1 | Road A | 194.4 | Cubic Metre | |
| 431 | 98.2 | Road B | 218.4 | Cubic Metre | |
| 432 | 98.3 | Road C | 259.2 | Cubic Metre | |
| 433 | 98.4 | Road D | 237.6 | Cubic Metre | |
| 434 | 98.5 | Road E | 75.6 | Cubic Metre | |
| 435 | 99 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 436 | 99.1 | Road A | 5814 | Square Metre | |
| 437 | 99.2 | Road B | 5742 | Square Metre | |
| 438 | 99.3 | Road C | 7116 | Square Metre | |
| 439 | 99.4 | Road D | 5300 | Square Metre | |
| 440 | 99.5 | Road E | 972 | Square Metre | |
| 441 | 100 | Provision for hire charges including pay and allowances of Crews for JCB for clearing the ventway of culverts and clearing on either sides, etc., complete as directed by departmental officers. | |||
| 442 | 100.1 | Road A | 6 | Hours | |
| 443 | 100.2 | Road B | 6 | Hours | |
| 444 | 100.3 | Road C | 10 | Hours | |
| 445 | 100.4 | Road D | 20 | Hours | |
| 446 | 100.5 | Road E | 6 | Hours | |
| 447 | 101 | Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 448 | 101.1 | Road A | 5 | Square Metre | |
| 449 | 101.2 | Road B | 5 | Square Metre | |
| 450 | 101.3 | Road C | 8 | Square Metre | |
| 451 | 101.4 | Road D | 11 | Square Metre | |
| 452 | 101.5 | Road E | 5 | Square Metre | |
| 453 | 102 | Painting with synthetic Enamel paint over the existing iron surfaces, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 454 | 102.1 | Road A | 6 | Square Metre | |
| 455 | 102.2 | Road B | 6 | Square Metre | |
| 456 | 102.3 | Road C | 2 | Square Metre | |
| 457 | 102.4 | Road D | 2 | Square Metre | |
| 458 | 102.5 | Road E | 2 | Square Metre | |
| 459 | 103 | Whitewashing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 460 | 103.1 | Road A | 63 | Square Metre | |
| 461 | 103.2 | Road B | 64 | Square Metre | |
| 462 | 103.3 | Road C | 166 | Square Metre | |
| 463 | 103.4 | Road D | 579 | Square Metre | |
| 464 | 103.5 | Road E | 60 | Square Metre | |
| 465 | 104 | White banding with White cem over the Centre medians, Tree banding, etc.including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 466 | 104.1 | Road D | 4 | Square Metre | |
| 467 | 104.2 | Road E | 12 | Square Metre | |
| 468 | 105 | Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 469 | 105.1 | Road D | 40 | Square Metre | |
| 470 | 105.2 | Road E | 8 | Square Metre | |
| 471 | 106 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer. Lettering 5 to 10 cm. Size | |||
| 472 | 106.1 | Road A | 304 | Numbers | |
| 473 | 106.2 | Road B | 275 | Numbers | |
| 474 | 106.3 | Road C | 506 | Numbers | |
| 475 | 106.4 | Road D | 779 | Numbers | |
| 476 | 106.5 | Road E | 271 | Numbers | |
| 477 | 107 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer. Lettering 10 to 15 cm. Size | |||
| 478 | 107.1 | Road A | 28 | Numbers | |
| 479 | 107.2 | Road B | 38 | Numbers | |
| 480 | 107.3 | Road C | 44 | Numbers | |
| 481 | 107.4 | Road D | 38 | Numbers | |
| 482 | 107.5 | Road E | 18 | Numbers | |
| 483 | 108 | UPKEEPING OF ROADS FOR 4 th YEAR Excavation for Roadway and drainage\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 as per MORTH Rev. V Specification \nd) side earth work for raising berms. | |||
| 484 | 108.1 | Road A | 194.4 | Cubic Metre | |
| 485 | 108.2 | Road B | 218.4 | Cubic Metre | |
| 486 | 108.3 | Road C | 259.2 | Cubic Metre | |
| 487 | 108.4 | Road D | 237.6 | Cubic Metre | |
| 488 | 108.5 | Road E | 75.6 | Cubic Metre | |
| 489 | 109 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 490 | 109.1 | Road A | 5814 | Square Metre | |
| 491 | 109.2 | Road B | 5742 | Square Metre | |
| 492 | 109.3 | Road C | 7116 | Square Metre | |
| 493 | 109.4 | Road D | 5300 | Square Metre | |
| 494 | 109.5 | Road E | 972 | Square Metre | |
| 495 | 110 | Provision for hire charges including pay and allowances of Crews for JCB for clearing the ventway of culverts and clearing on either sides, etc., complete as directed by departmental officers. | |||
| 496 | 110.1 | Road A | 6 | Hours | |
| 497 | 110.2 | Road B | 6 | Hours | |
| 498 | 110.3 | Road C | 10 | Hours | |
| 499 | 110.4 | Road D | 20 | Hours | |
| 500 | 110.5 | Road E | 6 | Hours | |
| 501 | 111 | Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 502 | 111.1 | Road A | 5 | Square Metre | |
| 503 | 111.2 | Road B | 5 | Square Metre | |
| 504 | 111.3 | Road C | 8 | Square Metre | |
| 505 | 111.4 | Road D | 11 | Square Metre | |
| 506 | 111.5 | Road E | 5 | Square Metre | |
| 507 | 112 | Painting with synthetic Enamel paint over the existing iron surfaces, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 508 | 112.1 | Road A | 6 | Square Metre | |
| 509 | 112.2 | Road B | 6 | Square Metre | |
| 510 | 112.3 | Road C | 2 | Square Metre | |
| 511 | 112.4 | Road D | 2 | Square Metre | |
| 512 | 112.5 | Road E | 2 | Square Metre | |
| 513 | 113 | Whitewashing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 514 | 113.1 | Road A | 63 | Square Metre | |
| 515 | 113.2 | Road B | 64 | Square Metre | |
| 516 | 113.3 | Road C | 166 | Square Metre | |
| 517 | 113.4 | Road D | 579 | Square Metre | |
| 518 | 113.5 | Road E | 60 | Square Metre | |
| 519 | 114 | White banding with White cem over the Centre medians, Tree banding, etc.including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 520 | 114.1 | Road D | 4 | Square Metre | |
| 521 | 114.2 | Road E | 12 | Square Metre | |
| 522 | 115 | Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 523 | 115.1 | Road D | 40 | Square Metre | |
| 524 | 115.2 | Road E | 8 | Square Metre | |
| 525 | 116 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer. Lettering 5 to 10 cm. Size | |||
| 526 | 116.1 | Road A | 304 | Numbers | |
| 527 | 116.2 | Road B | 275 | Numbers | |
| 528 | 116.3 | Road C | 506 | Numbers | |
| 529 | 116.4 | Road D | 779 | Numbers | |
| 530 | 116.5 | Road E | 271 | Numbers | |
| 531 | 117 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer. Lettering 10 to 15 cm. Size | |||
| 532 | 117.1 | Road A | 28 | Numbers | |
| 533 | 117.2 | Road B | 38 | Numbers | |
| 534 | 117.3 | Road C | 44 | Numbers | |
| 535 | 117.4 | Road D | 38 | Numbers | |
| 536 | 117.5 | Road E | 18 | Numbers | |
| 537 | 118 | 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 - over bituminous surfaces as per MORTH Rev. V Specification. | |||
| 538 | 118.1 | Road A | 297 | Square Metre | |
| 539 | 118.2 | Road B | 499 | Square Metre | |
| 540 | 118.3 | Road C | 504 | Square Metre | |
| 541 | 118.4 | Road D | 462 | Square Metre | |
| 542 | 118.5 | Road E | 116 | Square Metre | |
| 543 | 119 | 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 JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respectsas per MORTH Rev. V Specification - Grading II | |||
| 544 | 119.1 | Road A | 9 | Cubic Metre | |
| 545 | 119.2 | Road B | 15 | Cubic Metre | |
| 546 | 119.3 | Road C | 16 | Cubic Metre | |
| 547 | 119.4 | Road D | 14 | Cubic Metre | |
| 548 | 119.5 | Road E | 4 | Cubic Metre | |
| 549 | 120 | UPKEEPING OF ROADS FOR 5 th YEAR Excavation for Roadway and drainage\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 as per MORTH Rev. V Specification \nd) side earth work for raising berms. | |||
| 550 | 120.1 | Road A | 194.4 | Cubic Metre | |
| 551 | 120.2 | Road B | 218.4 | Cubic Metre | |
| 552 | 120.3 | Road C | 259.2 | Cubic Metre | |
| 553 | 120.4 | Road D | 237.6 | Cubic Metre | |
| 554 | 120.5 | Road E | 75.6 | Cubic Metre | |
| 555 | 121 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 556 | 121.1 | Road A | 5814 | Square Metre | |
| 557 | 121.2 | Road B | 5742 | Square Metre | |
| 558 | 121.3 | Road C | 7116 | Square Metre | |
| 559 | 121.4 | Road D | 5300 | Square Metre | |
| 560 | 121.5 | Road E | 972 | Square Metre | |
| 561 | 122 | Provision for hire charges including pay and allowances of Crews for JCB for clearing the ventway of culverts and clearing on either sides, etc., complete as directed by departmental officers. | |||
| 562 | 122.1 | Road A | 6 | Hours | |
| 563 | 122.2 | Road B | 6 | Hours | |
| 564 | 122.3 | Road C | 10 | Hours | |
| 565 | 122.4 | Road D | 20 | Hours | |
| 566 | 122.5 | Road E | 6 | Hours | |
| 567 | 123 | Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 568 | 123.1 | Road A | 5 | Square Metre | |
| 569 | 123.2 | Road B | 5 | Square Metre | |
| 570 | 123.3 | Road C | 8 | Square Metre | |
| 571 | 123.4 | Road D | 11 | Square Metre | |
| 572 | 123.5 | Road E | 5 | Square Metre | |
| 573 | 124 | Painting with synthetic Enamel paint over the existing iron surfaces, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 574 | 124.1 | Road A | 6 | Square Metre | |
| 575 | 124.2 | Road B | 6 | Square Metre | |
| 576 | 124.3 | Road C | 2 | Square Metre | |
| 577 | 124.4 | Road D | 2 | Square Metre | |
| 578 | 124.5 | Road E | 2 | Square Metre | |
| 579 | 125 | Whitewashing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 580 | 125.1 | Road A | 63 | Square Metre | |
| 581 | 125.2 | Road B | 64 | Square Metre | |
| 582 | 125.3 | Road C | 166 | Square Metre | |
| 583 | 125.4 | Road D | 579 | Square Metre | |
| 584 | 125.5 | Road E | 60 | Square Metre | |
| 585 | 126 | White banding with White cem over the Centre medians, Tree banding, etc.including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 586 | 126.1 | Road D | 4 | Square Metre | |
| 587 | 126.2 | Road E | 12 | Square Metre | |
| 588 | 127 | Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers. | |||
| 589 | 127.1 | Road D | 40 | Square Metre | |
| 590 | 127.2 | Road E | 8 | Square Metre | |
| 591 | 128 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer. Lettering 5 to 10 cm. Size | |||
| 592 | 128.1 | Road A | 304 | Numbers | |
| 593 | 128.2 | Road B | 275 | Numbers | |
| 594 | 128.3 | Road C | 506 | Numbers | |
| 595 | 128.4 | Road D | 779 | Numbers | |
| 596 | 128.5 | Road E | 271 | Numbers | |
| 597 | 129 | Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer. Lettering 10 to 15 cm. Size | |||
| 598 | 129.1 | Road A | 28 | Numbers | |
| 599 | 129.2 | Road B | 38 | Numbers | |
| 600 | 129.3 | Road C | 44 | Numbers | |
| 601 | 129.4 | Road D | 38 | Numbers | |
| 602 | 129.5 | Road E | 18 | Numbers | |
| 603 | 130 | 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 - over bituminous surfaces as per MORTH Rev. V Specification. | |||
| 604 | 130.1 | Road A | 495 | Square Metre | |
| 605 | 130.2 | Road B | 557 | Square Metre | |
| 606 | 130.3 | Road C | 840 | Square Metre | |
| 607 | 130.4 | Road D | 770 | Square Metre | |
| 608 | 130.5 | Road E | 193 | Square Metre | |
| 609 | 131 | 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 JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respectsas per MORTH Rev. V Specification - Grading II | |||
| 610 | 131.1 | Road A | 15 | Cubic Metre | |
| 611 | 131.2 | Road B | 17 | Cubic Metre | |
| 612 | 131.3 | Road C | 26 | Cubic Metre | |
| 613 | 131.4 | Road D | 24 | Cubic Metre | |
| 614 | 131.5 | Road E | 6 | Cubic Metre | |
| 615 | 132 | Calculation of SubTotal, GST and Total Amount carried out by system automatically | |||
| 616 | 132.1 | Basic cost of value put to tender as per estimate | 1 | (A) | |
| 617 | 132.2 | Add GST at 12% | 1 | (B) | |
| 618 | 132.3 | Total Value put to Tender | 1 | (A+B) | |
| 619 | 132.4 | Quoted value | 1 | (D) | |
| 620 | 132.5 | Final Quoted Value | 1 | (E) | |
| 621 | 132.6 | Add GST at 12% of Final Quoted Value | 1 | (F) | |
| 622 | 132.7 | Total Value of Contract Including 12% of GST | 1 | (E+F) |
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