Cpt Package No . 41 Cridp 2020-2021 Package No . 41- Widening And Improvement Works Including Upkeeping For A Period Of 60 Months And Cd Works In Madurantakam ( H ) C And M Sub Division Jurisdiction
Tender Value
6.63 Crore
Estimated cost
Bid Submission
10 Jul 2020
0 days left
EMD
3.45 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Madurantakam → Tamil Nadu
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Not Available
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Not Available
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Address
Project Description
Cpt Package No . 41 Cridp 2020-2021 Package No . 41- Widening And Improvement Works Including Upkeeping For A Period Of 60 Months And Cd Works In Madurantakam ( H ) C And M Sub Division Jurisdiction
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Jun-2020 | Date Corrigendum | Date | 10-Jul-2020 |
BOQ
| Name of work : Package No. 41- Widening and Improvement works including upkeeping for a period of 60 months and CD works in Madurantakam (H) C&M Sub Division Jurisdiction A) Improvements to riding Quality at Km.11/4-15/4 and 26/2-26/5 of Maduranthagam - Vennangupattu Road(SH 117) including upkeeping for a period of 60 months (Job code:01-CRIDP-20-21-I-5086) B) Improvements to riding Quality at Km.15/4-16/6,17/4-18/0,22/0-22/6 and 24/0-25/6 of Maduranthagam - Vennangupattu Road(SH 117) including upkeeping for a period of 60 months (Job code:01-CRIDP-20-21-I-5087) C) Widening from intermediate Lane to Two Lane and Improvements to Acharapakkam - Periyakalakadi Road Km.9/0-12/0(MD 565) including upkeeping for a period of 60 months (Job code:01-CRIDP-20-21-M-1209) D) Widening from intermediate Lane to Two Lane and Improvements of Acharapakkam - Periyakalakadi Road at Km.12/0-15/0(MD 565) including upkeeping for a period of 60 months (Job code:01-CRIDP-20-21-M-1210) E) Improvements to riding quality at Km.0/0 - 1/0 of Perumbair - Orathy road to Kongarai -Kalathur Road including upkeeping for a period of 60 months (Job code:01-CRIDP-20-21-I-5106) F) Reconstruction of box Culverts at Km.1/8,1/10,2/2 (i) & 2/2(ii) of Acharapakkam - Annaikunnam Road (Job code:01-CRIDP-20-21-O-2397) | |||||
|---|---|---|---|---|---|
| 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 C | BI01010001010000000000000515BI0100001113 | 3172 | Cubic Metre |
| 3 | 1.2 | Road D | 3175 | Cubic Metre | |
| 4 | 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) | |||
| 5 | 2.1 | Road C | 530 | Cubic Metre | |
| 6 | 2.2 | Road D | 531 | Cubic Metre | |
| 7 | 2.3 | Road F | 94.5 | Cubic Metre | |
| 8 | 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 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- III (drainage layer)\n | |||
| 9 | 3.1 | Road C | 449 | Cubic Metre | |
| 10 | 3.2 | Road D | 449 | Cubic Metre | |
| 11 | 4 | 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 | |||
| 12 | 4.1 | Road C | 1135 | Cubic Metre | |
| 13 | 4.2 | Road D | 1137 | Cubic Metre | |
| 14 | 4.3 | Road F | 70.4 | Cubic Metre | |
| 15 | 5 | 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 | |||
| 16 | 5.1 | Road C | 4539 | Square Metre | |
| 17 | 5.2 | Road D | 4545 | Square Metre | |
| 18 | 5.3 | Road F | 300 | Square Metre | |
| 19 | 6 | 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 | |||
| 20 | 6.1 | Road C | 4539 | Square Metre | |
| 21 | 6.2 | Road D | 4545 | Square Metre | |
| 22 | 6.3 | Road F | 300 | Square Metre | |
| 23 | 7 | 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 | |||
| 24 | 7.1 | Road A | 30268 | Square Metre | |
| 25 | 7.2 | Road B | 28135 | Square Metre | |
| 26 | 7.3 | Road C | 16591 | Square Metre | |
| 27 | 7.4 | Road D | 17047 | Square Metre | |
| 28 | 7.5 | Road E | 3866 | Square Metre | |
| 29 | 7.6 | Road F | 225 | Square Metre | |
| 30 | 8 | 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 | |||
| 31 | 8.1 | Road A | 375 | Cubic Metre | |
| 32 | 8.2 | Road B | 350 | Cubic Metre | |
| 33 | 8.3 | Road C | 82 | Cubic Metre | |
| 34 | 8.4 | Road D | 82 | Cubic Metre | |
| 35 | 8.5 | Road E | 47 | Cubic Metre | |
| 36 | 8.6 | Road F | 26.4 | Cubic Metre | |
| 37 | 9 | 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) | |||
| 38 | 9.1 | Road C | 293 | Cubic Metre | |
| 39 | 9.2 | Road D | 293 | Cubic Metre | |
| 40 | 10 | 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 | |||
| 41 | 10.1 | Road A | 1210 | Cubic Metre | |
| 42 | 10.2 | Road B | 1125 | Cubic Metre | |
| 43 | 10.3 | Road C | 633 | Cubic Metre | |
| 44 | 10.4 | Road D | 640 | Cubic Metre | |
| 45 | 10.5 | Road E | 116 | Cubic Metre | |
| 46 | 10.6 | Road F | 21 | Cubic Metre | |
| 47 | 11 | 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. | |||
| 48 | 11.1 | Road A | 1935 | Cubic Metre | |
| 49 | 11.2 | Road B | 1800 | Cubic Metre | |
| 50 | 11.3 | Road E | 450 | Cubic Metre | |
| 51 | 12 | 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 | |||
| 52 | 12.1 | Road C | 1920 | Cubic Metre | |
| 53 | 12.2 | Road D | 1910 | Cubic Metre | |
| 54 | 13 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification.\n | |||
| 55 | 13.1 | Road A | 6989 | Square Metre | |
| 56 | 13.2 | Road B | 6751 | Square Metre | |
| 57 | 13.3 | Road C | 4325 | Square Metre | |
| 58 | 13.4 | Road D | 4286 | Square Metre | |
| 59 | 13.5 | Road E | 1697 | Square Metre | |
| 60 | 14 | 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 | |||
| 61 | 14.1 | Road A | 30 | Hour | |
| 62 | 14.2 | Road B | 10 | Hour | |
| 63 | 14.3 | Road C | 14 | Hour | |
| 64 | 14.4 | Road D | 12 | Hour | |
| 65 | 14.5 | Road E | 10 | Hour | |
| 66 | 15 | Providing RCC M15 grade precast 5th 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. | |||
| 67 | 15.1 | RoadA | 1 | Number | |
| 68 | 15.2 | Road B | 1 | Number | |
| 69 | 15.3 | Road C | 1 | Number | |
| 70 | 15.4 | Road D | 1 | Number | |
| 71 | 16 | 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. | |||
| 72 | 16.1 | Road A | 3 | Number | |
| 73 | 16.2 | Road B | 4 | Number | |
| 74 | 16.3 | Road C | 2 | Number | |
| 75 | 16.4 | Road D | 2 | Number | |
| 76 | 17 | 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. | |||
| 77 | 17.1 | Road E | 2 | Number | |
| 78 | 18 | 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. | |||
| 79 | 18.1 | Road A | 18 | Number | |
| 80 | 18.2 | Road B | 19 | Number | |
| 81 | 18.3 | Road C | 12 | Number | |
| 82 | 18.4 | Road D | 12 | Number | |
| 83 | 18.5 | Road E | 4 | Number | |
| 84 | 19 | 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. | |||
| 85 | 19.1 | Road A | 26 | Square Metre | |
| 86 | 19.2 | Road B | 22 | Square Metre | |
| 87 | 19.3 | Road C | 12 | Square Metre | |
| 88 | 19.4 | Road D | 11 | Square Metre | |
| 89 | 19.5 | Road E | 7 | Square Metre | |
| 90 | 20 | 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. | |||
| 91 | 20.1 | Road A | 8 | Square Metre | |
| 92 | 20.2 | Road B | 8 | Square Metre | |
| 93 | 20.3 | Road C | 2 | Square Metre | |
| 94 | 20.4 | Road D | 2 | Square Metre | |
| 95 | 20.5 | Road E | 8 | Square Metre | |
| 96 | 21 | 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. | |||
| 97 | 21.1 | Road A | 269 | Square Metre | |
| 98 | 21.2 | Road B | 97 | Square Metre | |
| 99 | 21.3 | Road C | 199 | Square Metre | |
| 100 | 21.4 | Road D | 262 | Square Metre | |
| 101 | 21.5 | Road E | 97 | Square Metre | |
| 102 | 21.6 | Road F | 246 | Square Metre | |
| 103 | 22 | 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. | |||
| 104 | 22.1 | Road A | 370 | Square Metre | |
| 105 | 22.2 | Road B | 447 | Square Metre | |
| 106 | 22.3 | Road C | 161 | Square Metre | |
| 107 | 22.4 | Road D | 348 | Square Metre | |
| 108 | 22.5 | Road E | 12 | Square Metre | |
| 109 | 23 | 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. | |||
| 110 | 23.1 | Road A | 185 | Square Metre | |
| 111 | 23.2 | Road B | 224 | Square Metre | |
| 112 | 23.3 | Road C | 92 | Square Metre | |
| 113 | 23.4 | Road D | 180 | Square Metre | |
| 114 | 23.5 | Road E | 6 | Square Metre | |
| 115 | 23.6 | Road F | 18 | Square Metre | |
| 116 | 24 | 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 | |||
| 117 | 24.1 | Road A | 1473 | Number | |
| 118 | 24.2 | Road B | 1091 | Number | |
| 119 | 24.3 | Road C | 780 | Number | |
| 120 | 24.4 | Road D | 708 | Number | |
| 121 | 24.5 | Road E | 407 | Number | |
| 122 | 25 | 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 | |||
| 123 | 25.1 | Road A | 76 | Number | |
| 124 | 25.2 | Road B | 92 | Number | |
| 125 | 25.3 | Road C | 60 | Number | |
| 126 | 25.4 | Road D | 60 | Number | |
| 127 | 25.5 | Road E | 18 | Number | |
| 128 | 26 | ReConstruction of Box Culverts at Km.1/8,1/10,2/2 (i) & (ii) of Acharapakkam - Annaikunnam 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 | |||
| 129 | 26.1 | Road F | 305 | Cubic Metre | |
| 130 | 27 | 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 | |||
| 131 | 27.1 | Road F | 120.6 | Cubic Metre | |
| 132 | 28 | 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. | |||
| 133 | 28.1 | Road F | 48.4 | Cubic Metre | |
| 134 | 29 | 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 . | |||
| 135 | 29.1 | Road F | 89 | Cubic Metre | |
| 136 | 30 | 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 | |||
| 137 | 30.1 | Road F | 143.3 | Cubic Metre | |
| 138 | 31 | 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. | |||
| 139 | 31.1 | Road F | 100.6 | Square Metre | |
| 140 | 32 | 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 | |||
| 141 | 32.1 | Road F | 10.52 | Metric tonne | |
| 142 | 33 | 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. | |||
| 143 | 33.1 | Road F | 221.8 | Cubic Metre | |
| 144 | 34 | 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 | |||
| 145 | 34.1 | Road F | 2701 | Cubic Metre | |
| 146 | 35 | 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. | |||
| 147 | 35.1 | Road F | 342 | Cubic Metre | |
| 148 | 36 | Removing the existing RCC pipe including labour charges for dismantling and all other incidental charges etc., complete as per MORT&H Rev. V specifications | |||
| 149 | 36.1 | Road F | 45 | running metre | |
| 150 | 37 | 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 | |||
| 151 | 37.1 | Road F | 8.7 | Cubic Metre | |
| 152 | 38 | Dismantling and removing Stone / brick masonry in cement mortar and stacking useful materials as directed by the departmental officers etc., complete | |||
| 153 | 38.1 | Road F | 76 | Cubic Metre | |
| 154 | 39 | Sub Works: Road - C ReConstruction of Box Culvert ) at Km 10/6 of Acharapakkam - Periyakalakadi Road(MDR-565) & Road -D ReConstruction of Box Culvert ) at Km 14/4 of Acharapakkam - Periyakalakadi Road(MDR-565) 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 | |||
| 155 | 39.1 | Road C | 388 | Cubic Metre | |
| 156 | 39.2 | Road D | 439 | Cubic Metre | |
| 157 | 40 | 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 | |||
| 158 | 40.1 | Road C | 135 | Cubic Metre | |
| 159 | 40.2 | Road D | 120 | Cubic Metre | |
| 160 | 41 | 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. | |||
| 161 | 41.1 | Road C | 44 | Cubic Metre | |
| 162 | 41.2 | Road D | 67 | Cubic Metre | |
| 163 | 42 | 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 . | |||
| 164 | 42.1 | Road C | 70 | Cubic Metre | |
| 165 | 42.2 | Road D | 154 | Cubic Metre | |
| 166 | 43 | 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 | |||
| 167 | 43.1 | Road C | 185 | Cubic Metre | |
| 168 | 43.2 | Road D | 122.8 | Cubic Metre | |
| 169 | 44 | 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. | |||
| 170 | 44.1 | Road C | 123 | Square Metre | |
| 171 | 44.2 | Road D | 79.3 | Square Metre | |
| 172 | 45 | 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 | |||
| 173 | 45.1 | Road C | 14.6 | Metric tonne | |
| 174 | 45.2 | Road D | 7.4 | Metric tonne | |
| 175 | 46 | 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. | |||
| 176 | 46.1 | Road C | 104 | Cubic Metre | |
| 177 | 46.2 | Road D | 163 | Cubic Metre | |
| 178 | 47 | 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 | |||
| 179 | 47.1 | Road C | 675 | Cubic Metre | |
| 180 | 47.2 | Road D | 1125 | Cubic Metre | |
| 181 | 48 | 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. | |||
| 182 | 48.1 | Road C | 90 | Cubic Metre | |
| 183 | 48.2 | Road D | 100 | Cubic Metre | |
| 184 | 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 | |||
| 185 | 49.1 | Road C | 15 | running metre | |
| 186 | 49.2 | Road D | 15 | running metre | |
| 187 | 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 | |||
| 188 | 50.1 | Road C | 15 | running metre | |
| 189 | 50.2 | Road D | 15 | running metre | |
| 190 | 51 | Dismantling and removing Cut stone slab / RCC Slab and stacking useful materials including all labour and other incidental charges as directed by the departmental officers etc., complete | |||
| 191 | 51.1 | Road C | 24 | Cubic Metre | |
| 192 | 51.2 | Road D | 15 | Cubic Metre | |
| 193 | 52 | Dismantling and removing Stone / brick masonry in cement mortar and stacking useful materials as directed by the departmental officers etc., complete | |||
| 194 | 52.1 | Road C | 63 | Cubic Metre | |
| 195 | 52.2 | Road D | 47 | Cubic Metre | |
| 196 | 53 | 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. | |||
| 197 | 53.1 | Road A | 581 | Cubic Metre | |
| 198 | 53.2 | Road B | 540 | Cubic Metre | |
| 199 | 53.3 | Road C | 324 | Cubic Metre | |
| 200 | 53.4 | Road D | 324 | Cubic Metre | |
| 201 | 53.5 | Road E | 135 | Cubic Metre | |
| 202 | 54 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 203 | 54.1 | Road A | 13978 | Square Metre | |
| 204 | 54.2 | Road B | 13502 | Square Metre | |
| 205 | 54.3 | Road C | 8650 | Square Metre | |
| 206 | 54.4 | Road D | 8572 | Square Metre | |
| 207 | 54.5 | Road E | 3394 | Square Metre | |
| 208 | 55 | 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. | |||
| 209 | 55.1 | Road A | 30 | Hours | |
| 210 | 55.2 | Road B | 10 | Hours | |
| 211 | 55.3 | Road C | 14 | Hours | |
| 212 | 55.4 | Road D | 12 | Hours | |
| 213 | 55.5 | Road E | 10 | Hours | |
| 214 | 56 | 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. | |||
| 215 | 56.1 | Road A | 26 | Square Metre | |
| 216 | 56.2 | Road B | 22 | Square Metre | |
| 217 | 56.3 | Road C | 12 | Square Metre | |
| 218 | 56.4 | Road D | 11 | Square Metre | |
| 219 | 56.5 | Road E | 7 | Square Metre | |
| 220 | 57 | 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. | |||
| 221 | 57.1 | Road A | 8 | Square Metre | |
| 222 | 57.2 | Road B | 8 | Square Metre | |
| 223 | 57.3 | Road C | 2 | Square Metre | |
| 224 | 57.4 | Road D | 2 | Square Metre | |
| 225 | 57.5 | Road E | 8 | Square Metre | |
| 226 | 58 | 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. | |||
| 227 | 58.1 | Road A | 269 | Square Metre | |
| 228 | 58.2 | Road B | 97 | Square Metre | |
| 229 | 58.3 | Road C | 199 | Square Metre | |
| 230 | 58.4 | Road D | 262 | Square Metre | |
| 231 | 58.5 | Road E | 97 | Square Metre | |
| 232 | 59 | 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. | |||
| 233 | 59.1 | Road A | 370 | Square Metre | |
| 234 | 59.2 | Road B | 447 | Square Metre | |
| 235 | 59.3 | Road C | 161 | Square Metre | |
| 236 | 59.4 | Road D | 348 | Square Metre | |
| 237 | 59.5 | Road E | 12 | Square Metre | |
| 238 | 60 | 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. | |||
| 239 | 60.1 | Road A | 185 | Square Metre | |
| 240 | 60.2 | Road B | 224 | Square Metre | |
| 241 | 60.3 | Road C | 92 | Square Metre | |
| 242 | 60.4 | Road D | 180 | Square Metre | |
| 243 | 60.5 | Road E | 6 | Square Metre | |
| 244 | 61 | 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 | |||
| 245 | 61.1 | Road A | 1473 | Numbers | |
| 246 | 61.2 | Road B | 1091 | Numbers | |
| 247 | 61.3 | Road C | 780 | Numbers | |
| 248 | 61.4 | Road D | 708 | Numbers | |
| 249 | 61.5 | Road E | 407 | Numbers | |
| 250 | 62 | 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 | |||
| 251 | 62.1 | Road A | 76 | Numbers | |
| 252 | 62.2 | Road B | 92 | Numbers | |
| 253 | 62.3 | Road C | 60 | Numbers | |
| 254 | 62.4 | Road D | 60 | Numbers | |
| 255 | 62.5 | Road E | 18 | Numbers | |
| 256 | 63 | UPKEEPING OF ROADS FOR 2 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. | |||
| 257 | 63.1 | Road A | 581 | Cubic Metre | |
| 258 | 63.2 | Road B | 540 | Cubic Metre | |
| 259 | 63.3 | Road C | 324 | Cubic Metre | |
| 260 | 63.4 | Road D | 324 | Cubic Metre | |
| 261 | 63.5 | Road E | 135 | Cubic Metre | |
| 262 | 64 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 263 | 64.1 | Road A | 13978 | Square Metre | |
| 264 | 64.2 | Road B | 13502 | Square Metre | |
| 265 | 64.3 | Road C | 8650 | Square Metre | |
| 266 | 64.4 | Road D | 8572 | Square Metre | |
| 267 | 64.5 | Road E | 3394 | Square Metre | |
| 268 | 65 | 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. | |||
| 269 | 65.1 | Road A | 30 | Hours | |
| 270 | 65.2 | Road B | 10 | Hours | |
| 271 | 65.3 | Road C | 14 | Hours | |
| 272 | 65.4 | Road D | 12 | Hours | |
| 273 | 65.5 | Road E | 10 | Hours | |
| 274 | 66 | 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. | |||
| 275 | 66.1 | Road A | 26 | Square Metre | |
| 276 | 66.2 | Road B | 22 | Square Metre | |
| 277 | 66.3 | Road C | 12 | Square Metre | |
| 278 | 66.4 | Road D | 11 | Square Metre | |
| 279 | 66.5 | Road E | 7 | Square Metre | |
| 280 | 67 | 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. | |||
| 281 | 67.1 | Road A | 8 | Square Metre | |
| 282 | 67.2 | Road B | 8 | Square Metre | |
| 283 | 67.3 | Road C | 2 | Square Metre | |
| 284 | 67.4 | Road D | 2 | Square Metre | |
| 285 | 67.5 | Road E | 8 | Square Metre | |
| 286 | 68 | 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. | |||
| 287 | 68.1 | Road A | 269 | Square Metre | |
| 288 | 68.2 | Road B | 97 | Square Metre | |
| 289 | 68.3 | Road C | 199 | Square Metre | |
| 290 | 68.4 | Road D | 262 | Square Metre | |
| 291 | 68.5 | Road E | 97 | Square Metre | |
| 292 | 69 | 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. | |||
| 293 | 69.1 | Road A | 370 | Square Metre | |
| 294 | 69.2 | Road B | 447 | Square Metre | |
| 295 | 69.3 | Road C | 161 | Square Metre | |
| 296 | 69.4 | Road D | 348 | Square Metre | |
| 297 | 69.5 | Road E | 12 | Square Metre | |
| 298 | 70 | 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. | |||
| 299 | 70.1 | Road A | 185 | Square Metre | |
| 300 | 70.2 | Road B | 224 | Square Metre | |
| 301 | 70.3 | Road C | 92 | Square Metre | |
| 302 | 70.4 | Road D | 180 | Square Metre | |
| 303 | 70.5 | Road E | 6 | Square Metre | |
| 304 | 71 | 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 | |||
| 305 | 71.1 | Road A | 1473 | Numbers | |
| 306 | 71.2 | Road B | 1091 | Numbers | |
| 307 | 71.3 | Road C | 780 | Numbers | |
| 308 | 71.4 | Road D | 708 | Numbers | |
| 309 | 71.5 | Road E | 407 | Numbers | |
| 310 | 72 | 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 | |||
| 311 | 72.1 | Road A | 76 | Numbers | |
| 312 | 72.2 | Road B | 92 | Numbers | |
| 313 | 72.3 | Road C | 60 | Numbers | |
| 314 | 72.4 | Road D | 60 | Numbers | |
| 315 | 72.5 | Road E | 18 | Numbers | |
| 316 | 73 | UPKEEPING OF ROADS FOR 3 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. | |||
| 317 | 73.1 | Road A | 581 | Cubic Metre | |
| 318 | 73.2 | Road B | 540 | Cubic Metre | |
| 319 | 73.3 | Road C | 324 | Cubic Metre | |
| 320 | 73.4 | Road D | 324 | Cubic Metre | |
| 321 | 73.5 | Road E | 135 | Cubic Metre | |
| 322 | 74 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 323 | 74.1 | Road A | 13978 | Square Metre | |
| 324 | 74.2 | Road B | 13502 | Square Metre | |
| 325 | 74.3 | Road C | 8650 | Square Metre | |
| 326 | 74.4 | Road D | 8572 | Square Metre | |
| 327 | 74.5 | Road E | 3394 | Square Metre | |
| 328 | 75 | 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. | |||
| 329 | 75.1 | Road A | 30 | Hours | |
| 330 | 75.2 | Road B | 10 | Hours | |
| 331 | 75.3 | Road C | 14 | Hours | |
| 332 | 75.4 | Road D | 12 | Hours | |
| 333 | 75.5 | Road E | 10 | Hours | |
| 334 | 76 | 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. | |||
| 335 | 76.1 | Road A | 26 | Square Metre | |
| 336 | 76.2 | Road B | 22 | Square Metre | |
| 337 | 76.3 | Road C | 12 | Square Metre | |
| 338 | 76.4 | Road D | 11 | Square Metre | |
| 339 | 76.5 | Road E | 7 | Square Metre | |
| 340 | 77 | 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. | |||
| 341 | 77.1 | Road A | 8 | Square Metre | |
| 342 | 77.2 | Road B | 8 | Square Metre | |
| 343 | 77.3 | Road C | 2 | Square Metre | |
| 344 | 77.4 | Road D | 2 | Square Metre | |
| 345 | 77.5 | Road E | 8 | Square Metre | |
| 346 | 78 | 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. | |||
| 347 | 78.1 | Road A | 269 | Square Metre | |
| 348 | 78.2 | Road B | 97 | Square Metre | |
| 349 | 78.3 | Road C | 199 | Square Metre | |
| 350 | 78.4 | Road D | 262 | Square Metre | |
| 351 | 78.5 | Road E | 97 | Square Metre | |
| 352 | 79 | 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. | |||
| 353 | 79.1 | Road A | 370 | Square Metre | |
| 354 | 79.2 | Road B | 447 | Square Metre | |
| 355 | 79.3 | Road C | 161 | Square Metre | |
| 356 | 79.4 | Road D | 348 | Square Metre | |
| 357 | 79.5 | Road E | 12 | Square Metre | |
| 358 | 80 | 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. | |||
| 359 | 80.1 | Road A | 185 | Square Metre | |
| 360 | 80.2 | Road B | 224 | Square Metre | |
| 361 | 80.3 | Road C | 92 | Square Metre | |
| 362 | 80.4 | Road D | 180 | Square Metre | |
| 363 | 80.5 | Road E | 6 | Square Metre | |
| 364 | 81 | 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 | |||
| 365 | 81.1 | Road A | 1473 | Numbers | |
| 366 | 81.2 | Road B | 1091 | Numbers | |
| 367 | 81.3 | Road C | 780 | Numbers | |
| 368 | 81.4 | Road D | 708 | Numbers | |
| 369 | 81.5 | Road E | 407 | Numbers | |
| 370 | 82 | 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 | |||
| 371 | 82.1 | Road A | 76 | Numbers | |
| 372 | 82.2 | Road B | 92 | Numbers | |
| 373 | 82.3 | Road C | 60 | Numbers | |
| 374 | 82.4 | Road D | 60 | Numbers | |
| 375 | 82.5 | Road E | 18 | Numbers | |
| 376 | 83 | UPKEEPING OF ROADS FOR 4 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. | |||
| 377 | 83.1 | Road A | 581 | Cubic Metre | |
| 378 | 83.2 | Road B | 540 | Cubic Metre | |
| 379 | 83.3 | Road C | 324 | Cubic Metre | |
| 380 | 83.4 | Road D | 324 | Cubic Metre | |
| 381 | 83.5 | Road E | 135 | Cubic Metre | |
| 382 | 84 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 383 | 84.1 | Road A | 13978 | Square Metre | |
| 384 | 84.2 | Road B | 13502 | Square Metre | |
| 385 | 84.3 | Road C | 8650 | Square Metre | |
| 386 | 84.4 | Road D | 8572 | Square Metre | |
| 387 | 84.5 | Road E | 3394 | Square Metre | |
| 388 | 85 | 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. | |||
| 389 | 85.1 | Road A | 30 | Hours | |
| 390 | 85.2 | Road B | 10 | Hours | |
| 391 | 85.3 | Road C | 14 | Hours | |
| 392 | 85.4 | Road D | 12 | Hours | |
| 393 | 85.5 | Road E | 10 | Hours | |
| 394 | 86 | 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. | |||
| 395 | 86.1 | Road A | 26 | Square Metre | |
| 396 | 86.2 | Road B | 22 | Square Metre | |
| 397 | 86.3 | Road C | 12 | Square Metre | |
| 398 | 86.4 | Road D | 11 | Square Metre | |
| 399 | 86.5 | Road E | 7 | Square Metre | |
| 400 | 87 | 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. | |||
| 401 | 87.1 | Road A | 8 | Square Metre | |
| 402 | 87.2 | Road B | 8 | Square Metre | |
| 403 | 87.3 | Road C | 2 | Square Metre | |
| 404 | 87.4 | Road D | 2 | Square Metre | |
| 405 | 87.5 | Road E | 8 | Square Metre | |
| 406 | 88 | 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. | |||
| 407 | 88.1 | Road A | 269 | Square Metre | |
| 408 | 88.2 | Road B | 97 | Square Metre | |
| 409 | 88.3 | Road C | 199 | Square Metre | |
| 410 | 88.4 | Road D | 262 | Square Metre | |
| 411 | 88.5 | Road E | 97 | Square Metre | |
| 412 | 89 | 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. | |||
| 413 | 89.1 | Road A | 370 | Square Metre | |
| 414 | 89.2 | Road B | 447 | Square Metre | |
| 415 | 89.3 | Road C | 161 | Square Metre | |
| 416 | 89.4 | Road D | 348 | Square Metre | |
| 417 | 89.5 | Road E | 12 | Square Metre | |
| 418 | 90 | 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. | |||
| 419 | 90.1 | Road A | 185 | Square Metre | |
| 420 | 90.2 | Road B | 224 | Square Metre | |
| 421 | 90.3 | Road C | 92 | Square Metre | |
| 422 | 90.4 | Road D | 180 | Square Metre | |
| 423 | 90.5 | Road E | 6 | Square Metre | |
| 424 | 91 | 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 | |||
| 425 | 91.1 | Road A | 1473 | Numbers | |
| 426 | 91.2 | Road B | 1091 | Numbers | |
| 427 | 91.3 | Road C | 780 | Numbers | |
| 428 | 91.4 | Road D | 708 | Numbers | |
| 429 | 91.5 | Road E | 407 | Numbers | |
| 430 | 92 | 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 | |||
| 431 | 92.1 | Road A | 76 | Numbers | |
| 432 | 92.2 | Road B | 92 | Numbers | |
| 433 | 92.3 | Road C | 60 | Numbers | |
| 434 | 92.4 | Road D | 60 | Numbers | |
| 435 | 92.5 | Road E | 18 | Numbers | |
| 436 | 93 | 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. | |||
| 437 | 93.1 | Road A | 1806 | Square Metre | |
| 438 | 93.2 | Road B | 840 | Square Metre | |
| 439 | 93.3 | Road C | 630 | Square Metre | |
| 440 | 93.4 | Road D | 630 | Square Metre | |
| 441 | 93.5 | Road E | 113 | Square Metre | |
| 442 | 94 | 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 | |||
| 443 | 94.1 | Road A | 28 | Cubic Metre | |
| 444 | 94.2 | Road B | 34 | Cubic Metre | |
| 445 | 94.3 | Road C | 19 | Cubic Metre | |
| 446 | 94.4 | Road D | 19 | Cubic Metre | |
| 447 | 94.5 | Road E | 4 | Cubic Metre | |
| 448 | 95 | UPKEEPING OF ROADS FOR 5 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. | |||
| 449 | 95.1 | Road A | 581 | Cubic Metre | |
| 450 | 95.2 | Road B | 540 | Cubic Metre | |
| 451 | 95.3 | Road C | 324 | Cubic Metre | |
| 452 | 95.4 | Road D | 324 | Cubic Metre | |
| 453 | 95.5 | Road E | 135 | Cubic Metre | |
| 454 | 96 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 455 | 96.1 | Road A | 13978 | Square Metre | |
| 456 | 96.2 | Road B | 13502 | Square Metre | |
| 457 | 96.3 | Road C | 8650 | Square Metre | |
| 458 | 96.4 | Road D | 8572 | Square Metre | |
| 459 | 96.5 | Road E | 3394 | Square Metre | |
| 460 | 97 | 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. | |||
| 461 | 97.1 | Road A | 30 | Hours | |
| 462 | 97.2 | Road B | 10 | Hours | |
| 463 | 97.3 | Road C | 14 | Hours | |
| 464 | 97.4 | Road D | 12 | Hours | |
| 465 | 97.5 | Road E | 10 | Hours | |
| 466 | 98 | 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. | |||
| 467 | 98.1 | Road A | 26 | Square Metre | |
| 468 | 98.2 | Road B | 22 | Square Metre | |
| 469 | 98.3 | Road C | 12 | Square Metre | |
| 470 | 98.4 | Road D | 11 | Square Metre | |
| 471 | 98.5 | Road E | 7 | Square Metre | |
| 472 | 99 | 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. | |||
| 473 | 99.1 | Road A | 8 | Square Metre | |
| 474 | 99.2 | Road B | 8 | Square Metre | |
| 475 | 99.3 | Road C | 2 | Square Metre | |
| 476 | 99.4 | Road D | 2 | Square Metre | |
| 477 | 99.5 | Road E | 8 | Square Metre | |
| 478 | 100 | 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. | |||
| 479 | 100.1 | Road A | 269 | Square Metre | |
| 480 | 100.2 | Road B | 97 | Square Metre | |
| 481 | 100.3 | Road C | 199 | Square Metre | |
| 482 | 100.4 | Road D | 262 | Square Metre | |
| 483 | 100.5 | Road E | 97 | Square Metre | |
| 484 | 101 | 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. | |||
| 485 | 101.1 | Road A | 370 | Square Metre | |
| 486 | 101.2 | Road B | 447 | Square Metre | |
| 487 | 101.3 | Road C | 161 | Square Metre | |
| 488 | 101.4 | Road D | 348 | Square Metre | |
| 489 | 101.5 | Road E | 12 | Square Metre | |
| 490 | 102 | 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. | |||
| 491 | 102.1 | Road A | 185 | Square Metre | |
| 492 | 102.2 | Road B | 224 | Square Metre | |
| 493 | 102.3 | Road C | 92 | Square Metre | |
| 494 | 102.4 | Road D | 180 | Square Metre | |
| 495 | 102.5 | Road E | 6 | Square Metre | |
| 496 | 103 | 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 | |||
| 497 | 103.1 | Road A | 1473 | Numbers | |
| 498 | 103.2 | Road B | 1091 | Numbers | |
| 499 | 103.3 | Road C | 780 | Numbers | |
| 500 | 103.4 | Road D | 708 | Numbers | |
| 501 | 103.5 | Road E | 407 | Numbers | |
| 502 | 104 | 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 | |||
| 503 | 104.1 | Road A | 76 | Numbers | |
| 504 | 104.2 | Road B | 92 | Numbers | |
| 505 | 104.3 | Road C | 60 | Numbers | |
| 506 | 104.4 | Road D | 60 | Numbers | |
| 507 | 104.5 | Road E | 18 | Numbers | |
| 508 | 105 | 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. | |||
| 509 | 105.1 | Road A | 3010 | Square Metre | |
| 510 | 105.2 | Road B | 1400 | Square Metre | |
| 511 | 105.3 | Road C | 1050 | Square Metre | |
| 512 | 105.4 | Road D | 1050 | Square Metre | |
| 513 | 105.5 | Road E | 188 | Square Metre | |
| 514 | 106 | 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 | |||
| 515 | 106.1 | Road A | 46 | Cubic Metre | |
| 516 | 106.2 | Road B | 56 | Cubic Metre | |
| 517 | 106.3 | Road C | 32 | Cubic Metre | |
| 518 | 106.4 | Road D | 32 | Cubic Metre | |
| 519 | 106.5 | Road E | 6 | Cubic Metre | |
| 520 | 107 | Calculation of SubTotal, GST and Total Amount carried out by system automatically | |||
| 521 | 107.1 | Basic cost of value put to tender as per estimate | 1 | (A) | |
| 522 | 107.2 | Add GST at 12% | 1 | (B) | |
| 523 | 107.3 | Total Value put to Tender | 1 | (A+B) | |
| 524 | 107.4 | Quoted value | 1 | (D) | |
| 525 | 107.5 | Final Quoted Value | 1 | (E) | |
| 526 | 107.6 | Add GST at 12% of Final Quoted Value | 1 | (F) | |
| 527 | 107.7 | Total Value of Contract Including 12% of GST | 1 | (E+F) |
AI Tender Summary
Tender Timeline
Jun 30, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 10, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJul 10, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 13, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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