Cpt Package No . 40 Cridp 2020-2021 Package No . 40- Widening , Improvement Works And Providing Paver Block Work Including Upkeeping For A Period Of 60 Months And Cd Works In Maduranthakam ( H ) C And M Sub Division Jurisdiction
Tender Value
6.52 Crore
Estimated cost
Bid Submission
10 Jul 2020
0 days left
EMD
3.37 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
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Cpt Package No . 40 Cridp 2020-2021 Package No . 40- Widening , Improvement Works And Providing Paver Block Work Including Upkeeping For A Period Of 60 Months And Cd Works In Maduranthakam ( 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. 40- Widening, Improvement works and providing Paver Block work including upkeeping for a period of 60 months and CD works in Maduranthakam (H) C&M Sub Division JurisdictionA.Improvements to Riding Quality at Km.27/0 - 32/0 of G.S.T. Road to Cheyyur (via) Padalam Road (MD596) including Upkeeping for a period of 60 months (Job code:01-CRIDP-20-21-I-5094)B.Improvements to Riding Quality at Km.0/4 - 1/2 & 5/0 - 7/4 of Pavunjur - Anaicut Road including Upkeeping for a period of 60 months (Job code:01-CRIDP-20-21-I-5105)C.Widening from IL to DL and Improvements to G.S.T. Road to Cheyyur (via) Padalam Road Km.5/300-7/0 (MD596) including Upkeeping for a period of 60 months (Job code:01-CRIDP-20-21-M-1213)D.Reconstruction of Box culvert at Km.1/6 of Vedanthangal Road (MD540) (Job code:01-CRIDP-20-21-M-1225)E.Improvements to Meyyur - Pinayur Road to Pillapur Road Km.0/0 - 3/2 including upkeeping for a period of 60 months (Job code:01-CRIDP-20-21-O-2325)F.Providing paver block of Thirumukkudal - Nelvoy - Thirukkalukundram Road at Km.31/8 - 32/4 Cement Concrete Block Revetment to the Bridge Approaches (MD789) (Job code:01-CRIDP-20-21-M-1242)G.Construction of Retaining Wall at Km.33/2 - 33/6 of Thirumukkudal - Nelvoy - Thirukkalukundram Road (MD789) (Job code:01-CRIDP-20-21-M-1237)H.Improvements to Riding Quality at KM. 71/4 of G.S.T. Road to Janakipuram - Mettupalayam Road Km.0/0 - 2/0 including Upkeeping for a period of 60 months(Job code:01-CRIDP-20-21-I-5103) | |||||
|---|---|---|---|---|---|
| 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 | 1887 | Cubic Metre |
| 3 | 2 | Picking the existing BT surface and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., complete as per MORTH Rev. V Specification | |||
| 4 | 2.1 | ROAD A | 275 | Square Metre | |
| 5 | 2.2 | ROAD E | 4029 | Square Metre | |
| 6 | 3 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - GRADING III Material for Widening | |||
| 7 | 3.1 | ROAD C | 255 | Cubic Metre | |
| 8 | 3.2 | ROAD F | 30 | Cubic Metre | |
| 9 | 4 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - GRADING V Material for Widening | |||
| 10 | 4.1 | ROAD C | 332 | Cubic Metre | |
| 11 | 4.2 | ROAD F | 45 | Cubic Metre | |
| 12 | 5 | Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per MORTH Rev. V Specification | |||
| 13 | 5.1 | ROAD A | 124 | Cubic Metre | |
| 14 | 5.2 | ROAD C | 638 | Cubic Metre | |
| 15 | 5.3 | ROAD E | 1813 | Cubic Metre | |
| 16 | 6 | Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means - over WMM as per MORTH Rev. V Specification | |||
| 17 | 6.1 | ROAD A | 825 | Square Metre | |
| 18 | 6.2 | ROAD C | 2550 | Square Metre | |
| 19 | 6.3 | ROAD E | 12085 | Square Metre | |
| 20 | 7 | Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over WMM / CRM granular surfaces treated with primer | |||
| 21 | 7.1 | ROAD A | 825 | Square Metre | |
| 22 | 7.2 | ROAD C | 2550 | Square Metre | |
| 23 | 7.3 | ROAD E | 12085 | Square Metre | |
| 24 | 8 | 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. | |||
| 25 | 8.1 | ROAD A | 26675 | Square Metre | |
| 26 | 8.2 | ROAD B | 12000 | Square Metre | |
| 27 | 8.3 | ROAD C | 9350 | Square Metre | |
| 28 | 8.4 | ROAD H | 7540 | Square Metre | |
| 29 | 9 | 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 | |||
| 30 | 9.1 | ROAD A | 205 | Cubic Metre | |
| 31 | 9.2 | ROAD B | 120 | Cubic Metre | |
| 32 | 9.3 | ROAD C | 45 | Cubic Metre | |
| 33 | 9.4 | ROAD E | 605 | Cubic Metre | |
| 34 | 9.5 | ROAD H | 75 | Cubic Metre | |
| 35 | 10 | 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 andand tandem rollers to achieve the desired compaction Grading I | |||
| 36 | 10.1 | ROAD C | 192 | Cubic Metre | |
| 37 | 11 | 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 | |||
| 38 | 11.1 | ROAD A | 825 | Cubic Metre | |
| 39 | 11.2 | ROAD B | 360 | Cubic Metre | |
| 40 | 11.3 | ROAD C | 476 | Cubic Metre | |
| 41 | 11.4 | ROAD E | 363 | Cubic Metre | |
| 42 | 11.5 | ROAD H | 227 | Cubic Metre | |
| 43 | 12 | Refilling the excavated Earth other then sand for boxing Earth Work including labour charges for filling the same in the widening portion | |||
| 44 | 12.1 | ROAD C | 506 | Cubic Metre | |
| 45 | 13 | 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. | |||
| 46 | 13.1 | ROAD A | 1857 | Cubic Metre | |
| 47 | 13.2 | ROAD B | 1281 | Cubic Metre | |
| 48 | 13.3 | ROAD C | 383 | Cubic Metre | |
| 49 | 13.4 | ROAD E | 2208 | Cubic Metre | |
| 50 | 13.5 | ROAD F | 180 | Cubic Metre | |
| 51 | 13.6 | ROAD H | 698 | Cubic Metre | |
| 52 | 28 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification For FOUNDATION OF TOE WALL FOR REVETEMENT | |||
| 53 | 28.1 | ROAD F | 343 | Cubic Metre | |
| 54 | 29 | Vibrated Cement Concrete M15 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement which has to be procured by the contractor including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per standard specification FOR FOUNDATION OF TOE WALL FOR REVETEMENT. | |||
| 55 | 29.1 | ROAD F | 343 | Cubic Metre | |
| 56 | 30 | Providing Gravel backing to the required thickness for Revetment slopes including cost and conveyance of gravel to work site, laying and filling in layers , tamping, including watering with all leads for soft water and including labour charges foe mixing with water soas to to attain a plastic state and levelling and laying etc., complete as per standard Specifications. | |||
| 57 | 30.1 | ROAD F | 499 | Cubic Metre | |
| 58 | 31 | Manufacturing and fixing Cement Concrete Blocks of size 250 x250x300 mm in CC 1:1.5:3 nominal mix (M20) using 20mm ISS size HPG metal including cost and conveyance of all materials to work site and cement to site including conveyance and handling charges for the same at both ends, including alla other incidential charges etc complete for revitements - 1 sqm | |||
| 59 | 31.1 | ROAD F | 3321 | Square Metre | |
| 60 | 32 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification.for BUS LAY-BY | |||
| 61 | 32.1 | ROAD F | 150 | Cubic Metre | |
| 62 | 33 | Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) FOR BUS LAY-BY | |||
| 63 | 33.1 | ROAD F | 75 | Cubic Metre | |
| 64 | 34 | Supplying and filling with M -Sand below the paver block portion including cost and conveyance of quarry dust from the available source to work site including labour charges for filling watering leveling etc., complete as per standared specification FOR BUS LAY-BY | |||
| 65 | 34.1 | ROAD F | 9 | Cubic Metre | |
| 66 | 35 | Providing and laying of hydraulic pressed interlocking Paving Block of 80mm thick interlocking paving including cost and conveyance, labour charges for interlocking ramming etc complete FOR BUS LAY-BY | |||
| 67 | 35.1 | ROAD F | 300 | Square Metre | |
| 68 | 36 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION OF RETAINING WALL | |||
| 69 | 36.1 | ROAD G | 724.5 | Cubic Metre | |
| 70 | 37 | Vibrated Cement Concrete M10 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement which has to be procured by the contractor including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per standard specification for FOUNDATION OF RETAINING WALL | |||
| 71 | 37.1 | ROAD G | 241.5 | Cubic Metre | |
| 72 | 38 | Vibrated Cement Concrete M20 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement which has to be procured by the contractor including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per standard specification for BELOW & ABOVE SILL LEVEL OF RETAINING WALL | |||
| 73 | 38.1 | ROAD G | 721 | Cubic Metre | |
| 74 | 39 | Gravel filling 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 as per standard specification. | |||
| 75 | 39.1 | ROAD G | 157.5 | Cubic Metre | |
| 76 | 40 | Vibrated Cement concrete M15, 1:2:4 mix using 20mm ISS HBG graded metal including cost and conveyance of all materials to site, complying to the required standard and specifications including labour charges for formwork, laying, watering, compacting, vibration charges, curing and all other incidental charges etc., complete as per relevant standard specification for repairing the parapet and culvert portion. | |||
| 77 | 40.1 | ROAD A | 12 | Cubic Metre | |
| 78 | 40.2 | ROAD B | 5 | Cubic Metre | |
| 79 | 40.3 | ROAD C | 1 | Cubic Metre | |
| 80 | 40.4 | ROAD H | 26 | Cubic Metre | |
| 81 | 41 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 82 | 41.1 | ROAD A | 6165 | Square Metre | |
| 83 | 41.2 | ROAD B | 5121 | Square Metre | |
| 84 | 41.3 | ROAD C | 2295 | Square Metre | |
| 85 | 41.4 | ROAD E | 5760 | Square Metre | |
| 86 | 41.5 | ROAD F | 720 | Square Metre | |
| 87 | 41.6 | ROAD H | 3240 | Square Metre | |
| 88 | 42 | 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. | |||
| 89 | 42.1 | ROAD A | 28 | Hour | |
| 90 | 42.2 | ROAD B | 10 | Hour | |
| 91 | 42.3 | ROAD C | 4 | Hour | |
| 92 | 42.4 | ROAD E | 20 | Hour | |
| 93 | 42.5 | ROAD F | 10 | Hour | |
| 94 | 42.6 | ROAD H | 18 | Hour | |
| 95 | 43 | Providing RCC M15 grade precast KM Stone for SH & MDR 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. | |||
| 96 | 43.1 | ROAD A | 5 | Numbers | |
| 97 | 43.2 | ROAD C | 2 | Numbers | |
| 98 | 44 | 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. | |||
| 99 | 44.1 | ROAD B | 4 | Numbers | |
| 100 | 44.2 | ROAD E | 3 | Numbers | |
| 101 | 44.3 | ROAD H | 2 | Numbers | |
| 102 | 45 | 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. | |||
| 103 | 45.1 | ROAD A | 20 | Numbers | |
| 104 | 45.2 | ROAD B | 14 | Numbers | |
| 105 | 45.3 | ROAD C | 7 | Numbers | |
| 106 | 45.4 | ROAD E | 13 | Numbers | |
| 107 | 45.6 | ROAD H | 10 | Numbers | |
| 108 | 46 | Supply and fixing of RCC Guide post of size 0.20 x 0.20 x 1.20m using vibrated RCC 1:2:4 mix using 20mm ISS HBG metal and fixing 0.50m below GL and side packing CC 1:3:6 using 40mm HBG metal including cost and conveyance of all materials to site, including moulding and fixing charges and all other incidental charges, etc., complete as directed by the Engineer. | |||
| 109 | 46.1 | ROAD A | 56 | Numbers | |
| 110 | 46.2 | ROAD B | 20 | Numbers | |
| 111 | 46.3 | ROAD C | 20 | Numbers | |
| 112 | 46.4 | ROAD E | 19 | Numbers | |
| 113 | 46.5 | ROAD H | 36 | Numbers | |
| 114 | 47 | 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 | 47.1 | ROAD A | 54 | Square Metre | |
| 116 | 47.2 | ROAD B | 23 | Square Metre | |
| 117 | 47.3 | ROAD C | 19 | Square Metre | |
| 118 | 47.4 | ROAD E | 28 | Square Metre | |
| 119 | 47.5 | ROAD F | 2 | Square Metre | |
| 120 | 47.6 | ROAD H | 30 | Square Metre | |
| 121 | 48 | 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. | |||
| 122 | 48.1 | ROAD A | 109 | Square Metre | |
| 123 | 48.2 | ROAD B | 47 | Square Metre | |
| 124 | 48.3 | ROAD C | 12 | Square Metre | |
| 125 | 48.4 | ROAD E | 18 | Square Metre | |
| 126 | 48.5 | ROAD H | 47 | Square Metre | |
| 127 | 49 | 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. | |||
| 128 | 49.1 | ROAD A | 34 | Square Metre | |
| 129 | 49.2 | ROAD B | 18 | Square Metre | |
| 130 | 49.3 | ROAD C | 28 | Square Metre | |
| 131 | 49.4 | ROAD E | 98 | Square Metre | |
| 132 | 49.5 | ROAD F | 4916 | Square Metre | |
| 133 | 49.6 | ROAD H | 17 | Square Metre | |
| 134 | 50 | White banding with White cem 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. | |||
| 135 | 50.1 | ROAD B | 3 | Square Metre | |
| 136 | 50.2 | ROAD C | 17 | Square Metre | |
| 137 | 50.3 | ROAD E | 23 | Square Metre | |
| 138 | 51 | 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. | |||
| 139 | 51.1 | ROAD B | 2 | Square Metre | |
| 140 | 51.2 | ROAD C | 9 | Square Metre | |
| 141 | 51.3 | ROAD E | 12 | Square Metre | |
| 142 | 52 | 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 | |||
| 143 | 52.1 | ROAD A | 570 | Numbers | |
| 144 | 52.2 | ROAD B | 384 | Numbers | |
| 145 | 52.3 | ROAD C | 427 | Numbers | |
| 146 | 52.4 | ROAD E | 1248 | Numbers | |
| 147 | 52.5 | ROAD F | 76 | Numbers | |
| 148 | 52.6 | ROAD H | 252 | Numbers | |
| 149 | 53 | 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 | |||
| 150 | 53.1 | ROAD A | 115 | Numbers | |
| 151 | 53.2 | ROAD B | 88 | Numbers | |
| 152 | 53.3 | ROAD C | 44 | Numbers | |
| 153 | 53.4 | ROAD E | 71 | Numbers | |
| 154 | 53.5 | ROAD F | 19 | Numbers | |
| 155 | 53.6 | ROAD H | 50 | Numbers | |
| 156 | 54 | Road - D Reconstruction of Box Culvert at Km.1/6 of Vedanthangal Road (M540) \nEarth 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 | |||
| 157 | 54.1 | ROAD D | 284 | Cubic Metre | |
| 158 | 55 | Plain Cement Concrete M10 (Nominal mix ) using 40mm ISS size HBG metal including cost and conveyance of all materials to worksite and cost of cement at site including cost of soft water,labour charges for mixing, transporting, laying, curing working at depths, tools and plants and maintaining of protective bunds, coffer dams, shoring, strutting etc., complete as per standard specifications for foundation of Cell Box | |||
| 159 | 55.1 | ROAD D | 13.26 | Cubic Metre | |
| 160 | 56 | Vibrated Cement Concrete M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to worksite and cost of cement at site including cost of soft water,labour charges for mixing, transporting, laying, curing working at depths, tools and plants and maintaining of protective bunds, coffer dams, shoring, strutting etc., complete as per standard specifications for ABOVE SILL OF WING WALL AND PARAPETS | |||
| 161 | 56.1 | ROAD D | 64.43 | Cubic Metre | |
| 162 | 57 | 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 | |||
| 163 | 57.1 | ROAD D | 67.56 | Cubic Metre | |
| 164 | 58 | 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. | |||
| 165 | 58.1 | ROAD D | 43 | Square Metre | |
| 166 | 59 | 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 | |||
| 167 | 59.1 | ROAD D | 3.5 | Metric Tonne | |
| 168 | 60 | 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. | |||
| 169 | 60.1 | ROAD D | 27 | Cubic Metre | |
| 170 | 61 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading- V Material | |||
| 171 | 61.1 | ROAD D | 40 | Cubic Metre | |
| 172 | 62 | Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per MORTH Rev. V Specification | |||
| 173 | 62.1 | ROAD D | 18 | Cubic Metre | |
| 174 | 63 | 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 - over WMM as per MORTH Rev. V Specification | |||
| 175 | 63.1 | ROAD D | 70 | Cubic Metre | |
| 176 | 64 | Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over WMM / CRM granular surfaces treated with primer | |||
| 177 | 64.1 | ROAD D | 70 | Sqaure Metre | |
| 178 | 65 | 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. | |||
| 179 | 65.1 | ROAD D | 70 | Square Metre | |
| 180 | 66 | 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 | |||
| 181 | 66.1 | ROAD D | 7 | Cubic Metre | |
| 182 | 67 | 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 | |||
| 183 | 67.1 | ROAD D | 6 | Cubic Metre | |
| 184 | 68 | 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 | |||
| 185 | 68.1 | ROAD D | 844 | Cubic Metre | |
| 186 | 69 | 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. | |||
| 187 | 69.1 | ROAD D | 85 | Cubic Metre | |
| 188 | 70 | 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 | |||
| 189 | 70.1 | ROAD D | 2 | Cubic Metre | |
| 190 | 71 | Dismantling and removing Stone / brick masonry in cement mortar and stacking useful materials as directed by the departmental officers etc., complete | |||
| 191 | 71.1 | ROAD D | 17 | Cubic Metre | |
| 192 | 72 | Road C - RECONSTRUCTION OF TWO ROW RCC PIPE CULVERT AT KM.6/4 OF G.S.T.ROAD TO CHEYYUR (VIA) PADALAM\nRoad E - RECONSTRUCTION OF SINGLE ROW RCC PIPE CULVERT AT KM.0/2,4,6,8,10 & 2/2,4,6,8,10 OF MEYYUR - PINAYUR ROAD TO PILLAPPUR \nRemoving the existing RCC pipe including labour charges for dismantling and all other incidental charges etc., complete as per MORT&H Rev. V specifications | |||
| 193 | 72.1 | Road E | 75 | Running Metre | |
| 194 | 73 | 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. | |||
| 195 | 73.1 | Road E | 170 | Cubic Metre | |
| 196 | 74 | 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 | |||
| 197 | 74.1 | Road C | 6 | Cubic Metre | |
| 198 | 75 | Dismantling and removing Stone / brick masonry in cement mortar and stacking useful materials as directed by the departmental officers etc., complete | |||
| 199 | 75.1 | Road C | 17 | Cubic Metre | |
| 200 | 76 | 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. | |||
| 201 | 76.1 | Road C | 101.31 | Cubic Metre | |
| 202 | 76.2 | Road E | 599 | Cubic Metre | |
| 203 | 77 | Plain Cement Concrete 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 | |||
| 204 | 77.1 | Road C | 2.69 | Cubic Metre | |
| 205 | 77.2 | Road E | 19.3 | Cubic Metre | |
| 206 | 78 | Vibrated cement concrte M15 (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 | |||
| 207 | 78.1 | Road C | 25.73 | Cubic Metre | |
| 208 | 78.2 | Road E | 191.2 | Cubic Metre | |
| 209 | 79 | 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 | |||
| 210 | 79.1 | Road C | 20 | Running Metre | |
| 211 | 79.2 | Road E | 100 | Running Metre | |
| 212 | 80 | 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 | 80.1 | Road C | 20 | Running Metre | |
| 214 | 80.2 | Road E | 100 | Running Metre | |
| 215 | 81 | Filling with Stone Dust including cost and conveyance of Stone Dust 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 | |||
| 216 | 81.1 | Road C | 26.14 | Cubic Metre | |
| 217 | 81.2 | Road E | 117.9 | Cubic Metre | |
| 218 | 82 | Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per MORTH Rev. V Specification | |||
| 219 | 82.1 | Road C | 3 | Cubic Metre | |
| 220 | 83 | 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 - over WMM as per MORTH Rev. V Specification | |||
| 221 | 83.1 | Road C | 19 | Cubic Metre | |
| 222 | 84 | Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over WMM / CRM granular surfaces treated with primer | |||
| 223 | 84.1 | Road C | 19 | Square Metre | |
| 224 | 85 | Road C - CONSTRUCTION OF RETAINING WALL AT KM.6/4 OF G.S.T.ROAD TO CHEYYUR (VIA) PADALAM ROAD\nRoad E - CONSTRUCTION OF RETAINING WALL AT KM.1/4 & 1/6 OF MEYYUR - PINAYUR ROAD TO PILLAPPUR ROAD\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 For Foundation of Retaining Wall as per MORT&H Rev. V specifications No.100,111,112,304,305. | |||
| 225 | 85.1 | Road C | 207 | Cubic Metre | |
| 226 | 85.2 | Road E | 207 | Cubic Metre | |
| 227 | 86 | Plain Cement Concrete 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 Retaining Wall as per MORT&H Rev. V specifications | |||
| 228 | 86.1 | Road C | 69 | Cubic Metre | |
| 229 | 86.2 | Road E | 69 | Cubic Metre | |
| 230 | 87 | Vibrated cement concrte M20 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 RETAINING WALL as per MORT&H Rev. V | |||
| 231 | 87.1 | Road C | 206 | Cubic Metre | |
| 232 | 87.2 | Road E | 206 | Cubic Metre | |
| 233 | 88 | Gravel filling 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 as per standard specification. | |||
| 234 | 88.1 | Road C | 203 | Cubic Metre | |
| 235 | 88.2 | Road E | 203 | Cubic Metre | |
| 236 | 89 | UPKEEPING OF ROADS FOR 1 st YEAR\nExcavation 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. | |||
| 237 | 89.1 | ROAD A | 557 | Cubic Metre | |
| 238 | 89.2 | ROAD B | 385 | Cubic Metre | |
| 239 | 89.3 | ROAD C | 229.5 | Cubic Metre | |
| 240 | 89.4 | ROAD E | 662.4 | Cubic Metre | |
| 241 | 89.5 | ROAD F | 67.5 | Cubic Metre | |
| 242 | 89.6 | ROAD H | 210 | Cubic Metre | |
| 243 | 90 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 244 | 90.1 | ROAD A | 16440 | Square Metre | |
| 245 | 90.2 | ROAD B | 13656 | Square Metre | |
| 246 | 90.3 | ROAD C | 4590 | Square Metre | |
| 247 | 90.4 | ROAD E | 7920 | Square Metre | |
| 248 | 90.5 | ROAD F | 1440 | Square Metre | |
| 249 | 90.6 | ROAD H | 6480 | Square Metre | |
| 250 | 91 | 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. | |||
| 251 | 91.1 | ROAD A | 28 | Hours | |
| 252 | 91.2 | ROAD B | 10 | Hours | |
| 253 | 91.3 | ROAD C | 6 | Hours | |
| 254 | 91.4 | ROAD E | 20 | Hours | |
| 255 | 91.5 | ROAD F | 10 | Hours | |
| 256 | 91.6 | ROAD H | 18 | Hours | |
| 257 | 92 | 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. | |||
| 258 | 92.1 | ROAD A | 21 | Square Metre | |
| 259 | 92.2 | ROAD B | 11 | Square Metre | |
| 260 | 92.3 | ROAD C | 13 | Square Metre | |
| 261 | 92.4 | ROAD E | 26 | Square Metre | |
| 262 | 92.5 | ROAD F | 2 | Square Metre | |
| 263 | 92.6 | ROAD H | 8 | Square Metre | |
| 264 | 93 | 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. | |||
| 265 | 93.1 | ROAD A | 34 | Square Metre | |
| 266 | 93.2 | ROAD B | 18 | Square Metre | |
| 267 | 93.3 | ROAD C | 17 | Square Metre | |
| 268 | 93.4 | ROAD E | 12 | Square Metre | |
| 269 | 93.5 | ROAD H | 17 | Square Metre | |
| 270 | 94 | 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. | |||
| 271 | 94.1 | ROAD A | 109 | Square Metre | |
| 272 | 94.2 | ROAD B | 53 | Square Metre | |
| 273 | 94.3 | ROAD C | 25 | Square Metre | |
| 274 | 94.4 | ROAD E | 82 | Square Metre | |
| 275 | 94.5 | ROAD F | 4916 | Square Metre | |
| 276 | 94.6 | ROAD H | 47 | Square Metre | |
| 277 | 95 | White banding with White cem 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. | |||
| 278 | 95.1 | ROAD B | 3 | Square Metre | |
| 279 | 95.2 | ROAD C | 17 | Square Metre | |
| 280 | 95.3 | ROAD E | 23 | Square Metre | |
| 281 | 96 | 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. | |||
| 282 | 96.1 | ROAD B | 2 | Square Metre | |
| 283 | 96.2 | ROAD C | 9 | Square Metre | |
| 284 | 96.3 | ROAD E | 12 | Square Metre | |
| 285 | 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 5 to 10 cm. Size | |||
| 286 | 97.1 | ROAD A | 570 | Numbers | |
| 287 | 97.2 | ROAD B | 388 | Numbers | |
| 288 | 97.3 | ROAD C | 422 | Numbers | |
| 289 | 97.4 | ROAD E | 1088 | Numbers | |
| 290 | 97.5 | ROAD F | 76 | Numbers | |
| 291 | 97.6 | ROAD H | 242 | Numbers | |
| 292 | 98 | 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 | |||
| 293 | 98.1 | ROAD A | 115 | Numbers | |
| 294 | 98.2 | ROAD B | 88 | Numbers | |
| 295 | 98.3 | ROAD C | 44 | Numbers | |
| 296 | 98.4 | ROAD E | 71 | Numbers | |
| 297 | 98.5 | ROAD F | 19 | Numbers | |
| 298 | 98.6 | ROAD H | 46 | Numbers | |
| 299 | 99 | UPKEEPING OF ROADS FOR 2nd YEAR\nExcavation 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. | |||
| 300 | 99.1 | ROAD A | 557 | Cubic Metre | |
| 301 | 99.2 | ROAD B | 385 | Cubic Metre | |
| 302 | 99.3 | ROAD C | 229.5 | Cubic Metre | |
| 303 | 99.4 | ROAD E | 662.4 | Cubic Metre | |
| 304 | 99.5 | ROAD F | 67.5 | Cubic Metre | |
| 305 | 99.6 | ROAD H | 210 | Cubic Metre | |
| 306 | 100 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 307 | 100.1 | ROAD A | 16440 | Square Metre | |
| 308 | 100.2 | ROAD B | 13656 | Square Metre | |
| 309 | 100.3 | ROAD C | 4590 | Square Metre | |
| 310 | 100.4 | ROAD E | 7920 | Square Metre | |
| 311 | 100.5 | ROAD F | 1440 | Square Metre | |
| 312 | 100.6 | ROAD H | 6480 | Square Metre | |
| 313 | 101 | 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. | |||
| 314 | 101.1 | ROAD A | 28 | Hours | |
| 315 | 101.2 | ROAD B | 10 | Hours | |
| 316 | 101.3 | ROAD C | 6 | Hours | |
| 317 | 101.4 | ROAD E | 20 | Hours | |
| 318 | 101.5 | ROAD F | 10 | Hours | |
| 319 | 101.6 | ROAD H | 18 | Hours | |
| 320 | 102 | 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. | |||
| 321 | 102.1 | ROAD A | 21 | Square Metre | |
| 322 | 102.2 | ROAD B | 11 | Square Metre | |
| 323 | 102.3 | ROAD C | 13 | Square Metre | |
| 324 | 102.4 | ROAD E | 26 | Square Metre | |
| 325 | 102.5 | ROAD F | 2 | Square Metre | |
| 326 | 102.6 | ROAD H | 8 | Square Metre | |
| 327 | 103 | 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. | |||
| 328 | 103.1 | ROAD A | 34 | Square Metre | |
| 329 | 103.2 | ROAD B | 18 | Square Metre | |
| 330 | 103.3 | ROAD C | 17 | Square Metre | |
| 331 | 103.4 | ROAD E | 12 | Square Metre | |
| 332 | 103.5 | ROAD H | 17 | Square Metre | |
| 333 | 104 | 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. | |||
| 334 | 104.1 | ROAD A | 109 | Square Metre | |
| 335 | 104.2 | ROAD B | 53 | Square Metre | |
| 336 | 104.3 | ROAD C | 25 | Square Metre | |
| 337 | 104.4 | ROAD E | 82 | Square Metre | |
| 338 | 104.5 | ROAD F | 4916 | Square Metre | |
| 339 | 104.6 | ROAD H | 47 | Square Metre | |
| 340 | 105 | White banding with White cem 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. | |||
| 341 | 105.1 | ROAD B | 3 | Square Metre | |
| 342 | 105.2 | ROAD C | 17 | Square Metre | |
| 343 | 105.3 | ROAD E | 23 | Square Metre | |
| 344 | 106 | 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. | |||
| 345 | 106.1 | ROAD B | 2 | Square Metre | |
| 346 | 106.2 | ROAD C | 9 | Square Metre | |
| 347 | 106.3 | ROAD E | 12 | Square Metre | |
| 348 | 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 5 to 10 cm. Size | |||
| 349 | 107.1 | ROAD A | 570 | Numbers | |
| 350 | 107.2 | ROAD B | 388 | Numbers | |
| 351 | 107.3 | ROAD C | 422 | Numbers | |
| 352 | 107.4 | ROAD E | 1088 | Numbers | |
| 353 | 107.5 | ROAD F | 76 | Numbers | |
| 354 | 107.6 | ROAD H | 242 | Numbers | |
| 355 | 108 | 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 | |||
| 356 | 108.1 | ROAD A | 115 | Numbers | |
| 357 | 108.2 | ROAD B | 88 | Numbers | |
| 358 | 108.3 | ROAD C | 44 | Numbers | |
| 359 | 108.4 | ROAD E | 71 | Numbers | |
| 360 | 108.5 | ROAD F | 19 | Numbers | |
| 361 | 108.6 | ROAD H | 46 | Numbers | |
| 362 | 109 | UPKEEPING OF ROADS FOR 3rd YEAR\nExcavation 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. | |||
| 363 | 109.1 | ROAD A | 557 | Cubic Metre | |
| 364 | 109.2 | ROAD B | 385 | Cubic Metre | |
| 365 | 109.3 | ROAD C | 229.5 | Cubic Metre | |
| 366 | 109.4 | ROAD E | 662.4 | Cubic Metre | |
| 367 | 109.5 | ROAD F | 67.5 | Cubic Metre | |
| 368 | 109.6 | ROAD H | 210 | Cubic Metre | |
| 369 | 110 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 370 | 110.1 | ROAD A | 16440 | Square Metre | |
| 371 | 110.2 | ROAD B | 13656 | Square Metre | |
| 372 | 110.3 | ROAD C | 4590 | Square Metre | |
| 373 | 110.4 | ROAD E | 7920 | Square Metre | |
| 374 | 110.5 | ROAD F | 1440 | Square Metre | |
| 375 | 110.6 | ROAD H | 6480 | Square Metre | |
| 376 | 111 | 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. | |||
| 377 | 111.1 | ROAD A | 28 | Hours | |
| 378 | 111.2 | ROAD B | 10 | Hours | |
| 379 | 111.3 | ROAD C | 6 | Hours | |
| 380 | 111.4 | ROAD E | 20 | Hours | |
| 381 | 111.5 | ROAD F | 10 | Hours | |
| 382 | 111.6 | ROAD H | 18 | Hours | |
| 383 | 112 | 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. | |||
| 384 | 112.1 | ROAD A | 21 | Square Metre | |
| 385 | 112.2 | ROAD B | 11 | Square Metre | |
| 386 | 112.3 | ROAD C | 13 | Square Metre | |
| 387 | 112.4 | ROAD E | 26 | Square Metre | |
| 388 | 112.5 | ROAD F | 2 | Square Metre | |
| 389 | 112.6 | ROAD H | 8 | Square Metre | |
| 390 | 113 | 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. | |||
| 391 | 113.1 | ROAD A | 34 | Square Metre | |
| 392 | 113.2 | ROAD B | 18 | Square Metre | |
| 393 | 113.3 | ROAD C | 17 | Square Metre | |
| 394 | 113.4 | ROAD E | 12 | Square Metre | |
| 395 | 113.5 | ROAD H | 17 | Square Metre | |
| 396 | 114 | 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. | |||
| 397 | 114.1 | ROAD A | 109 | Square Metre | |
| 398 | 114.2 | ROAD B | 53 | Square Metre | |
| 399 | 114.3 | ROAD C | 25 | Square Metre | |
| 400 | 114.4 | ROAD E | 82 | Square Metre | |
| 401 | 114.5 | ROAD F | 4916 | Square Metre | |
| 402 | 114.6 | ROAD H | 47 | Square Metre | |
| 403 | 115 | White banding with White cem 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. | |||
| 404 | 115.1 | ROAD B | 3 | Square Metre | |
| 405 | 115.2 | ROAD C | 17 | Square Metre | |
| 406 | 115.3 | ROAD E | 23 | Square Metre | |
| 407 | 116 | 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. | |||
| 408 | 116.1 | ROAD B | 2 | Square Metre | |
| 409 | 116.2 | ROAD C | 9 | Square Metre | |
| 410 | 116.3 | ROAD E | 12 | Square Metre | |
| 411 | 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 5 to 10 cm. Size | |||
| 412 | 117.1 | ROAD A | 570 | Numbers | |
| 413 | 117.2 | ROAD B | 388 | Numbers | |
| 414 | 117.3 | ROAD C | 422 | Numbers | |
| 415 | 117.4 | ROAD E | 1088 | Numbers | |
| 416 | 117.5 | ROAD F | 76 | Numbers | |
| 417 | 117.6 | ROAD H | 242 | Numbers | |
| 418 | 118 | 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 | |||
| 419 | 118.1 | ROAD A | 115 | Numbers | |
| 420 | 118.2 | ROAD B | 88 | Numbers | |
| 421 | 118.3 | ROAD C | 44 | Numbers | |
| 422 | 118.4 | ROAD E | 71 | Numbers | |
| 423 | 118.5 | ROAD F | 19 | Numbers | |
| 424 | 118.6 | ROAD H | 46 | Numbers | |
| 425 | 119 | UPKEEPING OF ROADS FOR 4th YEAR\nExcavation 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. | |||
| 426 | 119.1 | ROAD A | 557 | Cubic Metre | |
| 427 | 119.2 | ROAD B | 385 | Cubic Metre | |
| 428 | 119.3 | ROAD C | 229.5 | Cubic Metre | |
| 429 | 119.4 | ROAD E | 662.4 | Cubic Metre | |
| 430 | 119.5 | ROAD F | 67.5 | Cubic Metre | |
| 431 | 119.6 | ROAD H | 210 | Cubic Metre | |
| 432 | 120 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 433 | 120.1 | ROAD A | 16440 | Square Metre | |
| 434 | 120.2 | ROAD B | 13656 | Square Metre | |
| 435 | 120.3 | ROAD C | 4590 | Square Metre | |
| 436 | 120.4 | ROAD E | 7920 | Square Metre | |
| 437 | 120.5 | ROAD F | 1440 | Square Metre | |
| 438 | 120.6 | ROAD H | 6480 | Square Metre | |
| 439 | 121 | 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. | |||
| 440 | 121.1 | ROAD A | 28 | Hours | |
| 441 | 121.2 | ROAD B | 10 | Hours | |
| 442 | 121.3 | ROAD C | 6 | Hours | |
| 443 | 121.4 | ROAD E | 20 | Hours | |
| 444 | 121.5 | ROAD F | 10 | Hours | |
| 445 | 121.6 | ROAD H | 18 | Hours | |
| 446 | 122 | 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. | |||
| 447 | 122.1 | ROAD A | 21 | Square Metre | |
| 448 | 122.2 | ROAD B | 11 | Square Metre | |
| 449 | 122.3 | ROAD C | 13 | Square Metre | |
| 450 | 122.4 | ROAD E | 26 | Square Metre | |
| 451 | 122.5 | ROAD F | 2 | Square Metre | |
| 452 | 122.6 | ROAD H | 8 | Square Metre | |
| 453 | 123 | 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 | 123.1 | ROAD A | 34 | Square Metre | |
| 455 | 123.2 | ROAD B | 18 | Square Metre | |
| 456 | 123.3 | ROAD C | 17 | Square Metre | |
| 457 | 123.4 | ROAD E | 12 | Square Metre | |
| 458 | 123.5 | ROAD H | 17 | Square Metre | |
| 459 | 124 | 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 | 124.1 | ROAD A | 109 | Square Metre | |
| 461 | 124.2 | ROAD B | 53 | Square Metre | |
| 462 | 124.3 | ROAD C | 25 | Square Metre | |
| 463 | 124.4 | ROAD E | 82 | Square Metre | |
| 464 | 124.5 | ROAD F | 4916 | Square Metre | |
| 465 | 124.6 | ROAD H | 47 | Square Metre | |
| 466 | 125 | White banding with White cem 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. | |||
| 467 | 125.1 | ROAD B | 3 | Square Metre | |
| 468 | 125.2 | ROAD C | 17 | Square Metre | |
| 469 | 125.3 | ROAD E | 23 | Square Metre | |
| 470 | 126 | 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. | |||
| 471 | 126.1 | ROAD B | 2 | Square Metre | |
| 472 | 126.2 | ROAD C | 9 | Square Metre | |
| 473 | 126.3 | ROAD E | 12 | Square Metre | |
| 474 | 127 | 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 | |||
| 475 | 127.1 | ROAD A | 570 | Numbers | |
| 476 | 127.2 | ROAD B | 388 | Numbers | |
| 477 | 127.3 | ROAD C | 422 | Numbers | |
| 478 | 127.4 | ROAD E | 1088 | Numbers | |
| 479 | 127.5 | ROAD F | 76 | Numbers | |
| 480 | 127.6 | ROAD H | 242 | Numbers | |
| 481 | 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 10 to 15 cm. Size | |||
| 482 | 128.1 | ROAD A | 115 | Numbers | |
| 483 | 128.2 | ROAD B | 88 | Numbers | |
| 484 | 128.3 | ROAD C | 44 | Numbers | |
| 485 | 128.4 | ROAD E | 71 | Numbers | |
| 486 | 128.5 | ROAD F | 19 | Numbers | |
| 487 | 128.6 | ROAD H | 46 | Numbers | |
| 488 | 129 | 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. | |||
| 489 | 129.1 | ROAD A | 825 | Square Metre | |
| 490 | 129.2 | ROAD B | 367 | Square Metre | |
| 491 | 129.3 | ROAD C | 336 | Square Metre | |
| 492 | 129.4 | ROAD E | 363 | Square Metre | |
| 493 | 129.5 | ROAD H | 234 | Square Metre | |
| 494 | 130 | 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 | |||
| 495 | 130.1 | ROAD A | 33 | Cubic Metre | |
| 496 | 130.2 | ROAD B | 11 | Cubic Metre | |
| 497 | 130.3 | ROAD C | 14 | Cubic Metre | |
| 498 | 130.4 | ROAD E | 11 | Cubic Metre | |
| 499 | 130.5 | ROAD H | 7 | Cubic Metre | |
| 500 | 131 | UPKEEPING OF ROADS FOR 5th YEAR\nExcavation 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. | |||
| 501 | 131.1 | ROAD A | 557 | Cubic Metre | |
| 502 | 131.2 | ROAD B | 385 | Cubic Metre | |
| 503 | 131.3 | ROAD C | 229.5 | Cubic Metre | |
| 504 | 131.4 | ROAD E | 662.4 | Cubic Metre | |
| 505 | 131.5 | ROAD F | 67.5 | Cubic Metre | |
| 506 | 131.6 | ROAD H | 210 | Cubic Metre | |
| 507 | 132 | Clearing the light jungle with uprooting including labour charges and all other incidental charges, etc., complete as per standard specification. | |||
| 508 | 132.1 | ROAD A | 16440 | Square Metre | |
| 509 | 132.2 | ROAD B | 13656 | Square Metre | |
| 510 | 132.3 | ROAD C | 4590 | Square Metre | |
| 511 | 132.4 | ROAD E | 7920 | Square Metre | |
| 512 | 132.5 | ROAD F | 1440 | Square Metre | |
| 513 | 132.6 | ROAD H | 6480 | Square Metre | |
| 514 | 133 | 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. | |||
| 515 | 133.1 | ROAD A | 28 | Hours | |
| 516 | 133.2 | ROAD B | 10 | Hours | |
| 517 | 133.3 | ROAD C | 6 | Hours | |
| 518 | 133.4 | ROAD E | 20 | Hours | |
| 519 | 133.5 | ROAD F | 10 | Hours | |
| 520 | 133.6 | ROAD H | 18 | Hours | |
| 521 | 134 | 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. | |||
| 522 | 134.1 | ROAD A | 21 | Square Metre | |
| 523 | 134.2 | ROAD B | 11 | Square Metre | |
| 524 | 134.3 | ROAD C | 13 | Square Metre | |
| 525 | 134.4 | ROAD E | 26 | Square Metre | |
| 526 | 134.5 | ROAD F | 2 | Square Metre | |
| 527 | 134.6 | ROAD H | 8 | Square Metre | |
| 528 | 135 | 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. | |||
| 529 | 135.1 | ROAD A | 34 | Square Metre | |
| 530 | 135.2 | ROAD B | 18 | Square Metre | |
| 531 | 135.3 | ROAD C | 17 | Square Metre | |
| 532 | 135.4 | ROAD E | 12 | Square Metre | |
| 533 | 135.5 | ROAD H | 17 | Square Metre | |
| 534 | 136 | 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. | |||
| 535 | 136.1 | ROAD A | 109 | Square Metre | |
| 536 | 136.2 | ROAD B | 53 | Square Metre | |
| 537 | 136.3 | ROAD C | 25 | Square Metre | |
| 538 | 136.4 | ROAD E | 82 | Square Metre | |
| 539 | 136.5 | ROAD F | 4916 | Square Metre | |
| 540 | 136.6 | ROAD H | 47 | Square Metre | |
| 541 | 137 | White banding with White cem 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. | |||
| 542 | 137.1 | ROAD B | 3 | Square Metre | |
| 543 | 137.2 | ROAD C | 17 | Square Metre | |
| 544 | 137.3 | ROAD E | 23 | Square Metre | |
| 545 | 138 | 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. | |||
| 546 | 138.1 | ROAD B | 2 | Square Metre | |
| 547 | 138.2 | ROAD C | 9 | Square Metre | |
| 548 | 138.3 | ROAD E | 12 | Square Metre | |
| 549 | 139 | 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 | |||
| 550 | 139.1 | ROAD A | 570 | Numbers | |
| 551 | 139.2 | ROAD B | 388 | Numbers | |
| 552 | 139.3 | ROAD C | 422 | Numbers | |
| 553 | 139.4 | ROAD E | 1088 | Numbers | |
| 554 | 139.5 | ROAD F | 76 | Numbers | |
| 555 | 139.6 | ROAD H | 242 | Numbers | |
| 556 | 140 | 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 | |||
| 557 | 140.1 | ROAD A | 115 | Numbers | |
| 558 | 140.2 | ROAD B | 88 | Numbers | |
| 559 | 140.3 | ROAD C | 44 | Numbers | |
| 560 | 140.4 | ROAD E | 71 | Numbers | |
| 561 | 140.5 | ROAD F | 19 | Numbers | |
| 562 | 140.6 | ROAD H | 46 | Numbers | |
| 563 | 141 | 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. | |||
| 564 | 141.1 | ROAD A | 1375 | Square Metre | |
| 565 | 141.2 | ROAD B | 600 | Square Metre | |
| 566 | 141.3 | ROAD C | 560 | Square Metre | |
| 567 | 141.4 | ROAD E | 605 | Square Metre | |
| 568 | 141.5 | ROAD H | 400 | Square Metre | |
| 569 | 142 | 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 | |||
| 570 | 142.1 | ROAD A | 55 | Cubic Metre | |
| 571 | 142.2 | ROAD B | 18 | Cubic Metre | |
| 572 | 142.3 | ROAD C | 23 | Cubic Metre | |
| 573 | 142.4 | ROAD E | 19 | Cubic Metre | |
| 574 | 142.5 | ROAD H | 12 | Cubic Metre | |
| 575 | 143 | Calculation of SubTotal, GST and Total Amount carried out by system automatically | |||
| 576 | 143.1 | Basic cost of value put to tender as per estimate | 1 | (A) | |
| 577 | 143.2 | Add GST at 12% | 1 | (B) | |
| 578 | 143.3 | Total Value put to Tender | 1 | (A+B) | |
| 579 | 143.4 | Quoted value | 1 | (D) | |
| 580 | 143.5 | Final Quoted Value | 1 | (E) | |
| 581 | 143.6 | Add GST at 12% of Final Quoted Value | 1 | (F) | |
| 582 | 143.7 | 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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