Improvements , Providing Cc Drain , Protective Works , Interlocking Paver Block Pavement Water Logging Swamp Portion And Up Keeping For A Period Of 60 Months To Govt Highways Roads In Gudalur Sub Division Pno . 60
Tender Value
5.46 Crore
Estimated cost
Bid Submission
09 Oct 2019
0 days left
EMD
2.83 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
Gudalur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvements , Providing Cc Drain , Protective Works , Interlocking Paver Block Pavement Water Logging Swamp Portion And Up Keeping For A Period Of 60 Months To Govt Highways Roads In Gudalur Sub Division Pno . 60
BOQ
| Improvements, Providing CC Drain, Protective works, Interlocking paver block pavement water logging swamp portion and Up Keeping for a period of 60 months to Government Highways roads in Gudalur (H) C&M Sub Division Jurisdiction – Package No. 60A) Improvements of Thalaikundah Kallatty Theppakadu road at km 12/2-15/0 including (MD 700) including upkeeping for a period of 60 monthsB) Improvements of Thalaikundah Kallatty Theppakadu road at km 17/0-19/0 including (MD 700) including upkeeping for a period of 60 monthsC) Providing CC Drain at km 0/0-2/8 of Pandalur Ponnani Mukkatty Road including Protective worksD) Providing CC Drain at km 103/6-106/6 of Calicut Nilambur Gudalur Road including Protective works and interlocking paver block pavement at water logging swamp portion (SH-11) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces\n(Morth No. 111, 112, 501, 502, 900) | 1 | Square metre | |
| 2 | 2 | ROAD A | 14452.5 | Square metre | |
| 3 | 3 | ROAD B | 10766.5 | Square metre | |
| 4 | 4 | Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - Grading II (Table 500-7).\n(Morth No. 111, 112, 501, 504, 900) | 1 | Cubic metre | |
| 5 | 5 | ROAD A | 722.62 | Cubic metre | |
| 6 | 6 | ROAD B | 538.32 | Cubic metre | |
| 7 | 7 | Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface using manual labour to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - Grading II (Table 500-7) for patch work.\n(Morth No. 111, 112, 501, 504, 900, 3004) | 1 | Cubic metre | |
| 8 | 8 | ROAD A | 62.32 | Cubic metre | |
| 9 | 9 | ROAD B | 48.18 | Cubic metre | |
| 10 | 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 Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II\n(Morth No. 111, 112, 501, 507,900) | 1 | Cubic metre | |
| 11 | 11 | ROAD A | 578.1 | Cubic metre | |
| 12 | 12 | ROAD B | 430.66 | Cubic metre | |
| 13 | 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 Specification. for drain boxing of cut earth disposal with a lead of 2 Km \n(Morth No. 111, 112, 301, 305, 900)\n | 1 | Cubic metre | |
| 14 | 14 | ROAD C | 1758.26 | Cubic metre | |
| 15 | 15 | ROAD D | 1106.03 | Cubic metre | |
| 16 | 16 | Cement Concrete 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including labour for formwork, laying watering curing and compacting and all other incidental charges etc., complete for Drain\n(Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900) | 1 | Cubic metre | |
| 17 | 17 | ROAD C | 1325.5 | Cubic metre | |
| 18 | 18 | ROAD D | 489.38 | Cubic metre | |
| 19 | 19 | Cement Concrete 1:1.5:3 mix using 20mm, ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including labour for formwork, laying watering curing and compacting vibrator charges and all other incidental charges etc.., complete for Drain. \n(Morth No. 111, 112, 1000, 1500, 1600, 1700, 2700, 900) | 1 | Cubic metre | |
| 20 | 20 | ROAD C | 397.65 | Cubic metre | |
| 21 | 21 | ROAD D | 146.82 | Cubic metre | |
| 22 | 22 | Cement Concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including labour for formwork, laying watering curing and compacting vibrator charges and all other incidental charges etc., complete for Kerb wall. \n(Morth No. 111, 112, 1000, 1500, 1600, 1700, 2700, 900) | 1 | Set | |
| 23 | 23 | ROAD C | 89.11 | Cubic metre | |
| 24 | 24 | ROAD D | 134.24 | Cubic metre | |
| 25 | 25 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- V Material \n(Morth No. 111, 112, 401, 900) | 1 | Set | |
| 26 | 26 | ROAD D | 182 | Cubic metre | |
| 27 | 27 | Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification.\n(Morth No. 111, 112, 406, 900) | 1 | Set | |
| 28 | 28 | ROAD D | 227.5 | Cubic metre | |
| 29 | 29 | Sand filling using good M- sand including cost and conveyance including labour charges for filling inlayers, watering tamping under opumum moisture content to get the maximum density all incidental charges etc., complete \n(Morth No. 111, 112) | 1 | Set | |
| 30 | 30 | ROAD D | 36.4 | Cubic metre | |
| 31 | 31 | Supplying and laying vibro compacted M 40 grade heavy duty road paver interlocking blocks with super embedded and skid texture design the international standard with zig lag design for higher interlocking capacity rate illusive of cost of materials transportation to the side from the factory including all labour charges for laying shifting compacting with power libratory and all taxes etc., complete as per std specification. | 1 | Set | |
| 32 | 32 | ROAD D | 910 | Square metre | |
| 33 | 33 | UPKEEPING ROAD A | 1 | Cubic metre | |
| 34 | 34 | Clearing of Light jungle for uprooting heavy jungle and as directed by the departmental officers etc Complete. | 1 | Cubic metre | |
| 35 | 35 | I st Year | 2340.02 | Square metre | |
| 36 | 36 | Ii nd Year | 2340.02 | Square metre | |
| 37 | 37 | II rd Year | 2340.02 | Square metre | |
| 38 | 38 | IV th Year | 2340.02 | Square metre | |
| 39 | 39 | V th Year | 2340.02 | Square metre | |
| 40 | 40 | Major Bridges/Culvert vent clearance Thrice a year -Hiring JCB for uprooting heavy jungle, clearing the dumped earth, cutting the high berms, making side drains, clearing the earth slips and removing wind fallen trees etc., and as directed by the departmental officers | 1 | Cubic metre | |
| 41 | 41 | I st Year | 60 | Hour | |
| 42 | 42 | Ii nd Year | 60 | Hour | |
| 43 | 43 | II rd Year | 60 | Hour | |
| 44 | 44 | IV th Year | 60 | Hour | |
| 45 | 45 | V th Year | 60 | Hour | |
| 46 | 46 | Painting,Lettering of KM/HM Stones- Once a Year. Painting One coats with best of approved quality enamel paint including the cost of Paint, brushes, high scaffolding arrangements, neat finishes, etc., complete complying with standard specification and as directed by the departmental officers. | 1 | Cubic metre | |
| 47 | 47 | I st Year | 10.59 | Square metre | |
| 48 | 48 | Ii nd Year | 10.59 | Square metre | |
| 49 | 49 | II rd Year | 10.59 | Square metre | |
| 50 | 50 | IV th Year | 10.59 | Square metre | |
| 51 | 51 | V th Year | 10.59 | Square metre | |
| 52 | 52 | White washing parapets of Culvert/Bridge,Protective walls , Kerb wall etc - Once a Year. White washing One coat using best freshly burnt shell lime including cost of lime and other materials complying with standard specification and as directed by the departmental officers. | 1 | Cubic metre | |
| 53 | 53 | I st Year | 80.4 | Square metre | |
| 54 | 54 | Ii nd Year | 80.4 | Square metre | |
| 55 | 55 | II rd Year | 80.4 | Square metre | |
| 56 | 56 | IV th Year | 80.4 | Square metre | |
| 57 | 57 | V th Year | 80.4 | Square metre | |
| 58 | 58 | Tree Banding Once a Year.Painting One coats with best of approved quality enamel paint including the cost of Paint, brushes, high scaffolding arrangements, neat finishes, etc., complete complying with standard specification and as directed by the departmental officers. | 1 | Cubic metre | |
| 59 | 59 | I st Year | 26.43 | Square metre | |
| 60 | 60 | Ii nd Year | 26.43 | Square metre | |
| 61 | 61 | II rd Year | 26.43 | Square metre | |
| 62 | 62 | IV th Year | 26.43 | Square metre | |
| 63 | 63 | V th Year | 26.43 | Square metre | |
| 64 | 64 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer using making up berms \n(Morth No. 111,112, 304) | 1 | Cubic metre | |
| 65 | 65 | I st Year | 1286 | Cubic metre | |
| 66 | 66 | Ii nd Year | 1286 | Cubic metre | |
| 67 | 67 | II rd Year | 1286 | Cubic metre | |
| 68 | 68 | IV th Year | 1286 | Cubic metre | |
| 69 | 69 | V th Year | 1286 | Cubic metre | |
| 70 | 70 | Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces\n(Morth No. 111, 112, 501, 502, 900) | 1 | Cubic metre | |
| 71 | 71 | IV th year | 433.57 | Square metre | |
| 72 | 72 | V th year | 722.62 | Square metre | |
| 73 | 73 | Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II\n(Morth No. 111, 112, 501, 507,900) | 1 | Cubic metre | |
| 74 | 74 | IV th Year | 17.34 | Cubic metre | |
| 75 | 75 | V th Year | 28.9 | Cubic metre | |
| 76 | 76 | UPKEEPING ROAD B | 1 | Cubic metre | |
| 77 | 77 | Clearing of Light jungle for uprooting heavy jungle and as directed by the departmental officers etc Complete. | 1 | Cubic metre | |
| 78 | 78 | I st Year | 923.96 | Square metre | |
| 79 | 79 | Ii nd Year | 923.96 | Square metre | |
| 80 | 80 | II rd Year | 923.96 | Square metre | |
| 81 | 81 | IV th Year | 923.96 | Square metre | |
| 82 | 82 | V th Year | 923.96 | Square metre | |
| 83 | 83 | Major Bridges/Culvert vent clearance Thrice a year -Hiring JCB for uprooting heavy jungle, clearing the dumped earth, cutting the high berms, making side drains, clearing the earth slips and removing wind fallen trees etc., and as directed by the departmental officers | 1 | Cubic metre | |
| 84 | 84 | I st Year | 18 | Hour | |
| 85 | 85 | Ii nd Year | 18 | Hour | |
| 86 | 86 | II rd Year | 18 | Hour | |
| 87 | 87 | IV th Year | 18 | Hour | |
| 88 | 88 | V th Year | 18 | Hour | |
| 89 | 89 | Painting,Lettering of KM/HM Stones- Once a Year. Painting One coats with best of approved quality enamel paint including the cost of Paint, brushes, high scaffolding arrangements, neat finishes, etc., complete complying with standard specification and as directed by the departmental officers. | 1 | Cubic metre | |
| 90 | 90 | I st Year | 9.11 | Square metre | |
| 91 | 91 | Ii nd Year | 9.11 | Square metre | |
| 92 | 92 | II rd Year | 9.11 | Square metre | |
| 93 | 93 | IV th Year | 9.11 | Square metre | |
| 94 | 94 | V th Year | 9.11 | Square metre | |
| 95 | 95 | White washing parapets of Culvert/Bridge,Protective walls , Kerb wall etc - Once a Year. White washing One coat using best freshly burnt shell lime including cost of lime and other materials complying with standard specification and as directed by the departmental officers. | 1 | Cubic metre | |
| 96 | 96 | I st Year | 20.1 | Square metre | |
| 97 | 97 | Ii nd Year | 20.1 | Square metre | |
| 98 | 98 | II rd Year | 20.1 | Square metre | |
| 99 | 99 | IV th Year | 20.1 | Square metre | |
| 100 | 100 | V th Year | 20.1 | Square metre | |
| 101 | 101 | Tree Banding Once a Year.Painting One coats with best of approved quality enamel paint including the cost of Paint, brushes, high scaffolding arrangements, neat finishes, etc., complete complying with standard specification and as directed by the departmental officers. | 1 | Cubic metre | |
| 102 | 102 | I st Year | 24.26 | Square metre | |
| 103 | 103 | Ii nd Year | 24.26 | Square metre | |
| 104 | 104 | II rd Year | 24.26 | Square metre | |
| 105 | 105 | IV th Year | 24.26 | Square metre | |
| 106 | 106 | V th Year | 24.26 | Square metre | |
| 107 | 107 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer using making up berms \n(Morth No. 111, 112, 301, 305, 900) | 1 | Cubic metre | |
| 108 | 108 | I st Year | 770.56 | Cubic metre | |
| 109 | 109 | Ii nd Year | 770.56 | Cubic metre | |
| 110 | 110 | II rd Year | 770.56 | Cubic metre | |
| 111 | 111 | IV th Year | 770.56 | Cubic metre | |
| 112 | 112 | V th Year | 770.56 | Cubic metre | |
| 113 | 113 | Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces\n(Morth No. 111, 112, 501, 502, 900) | 1 | Cubic metre | |
| 114 | 114 | IV th year | 322.99 | Square metre | |
| 115 | 115 | V th year | 538.32 | Square metre | |
| 116 | 116 | Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II\n(Morth No. 111, 112, 501, 507,900) | 1 | Cubic metre | |
| 117 | 117 | IV th Year | 12.92 | Cubic metre | |
| 118 | 118 | V th Year | 21.53 | Cubic metre | |
| 119 | 119 | Calculation of SubTotal, GST and Total Amount carried out by system automatically | |||
| 120 | 120 | Basic cost of value put to tender as per estimate | 1 | (A) | |
| 121 | 121 | Add GST at 12% | 1 | (B) | |
| 122 | 122 | Total Value put to Tender | 1 | (A+B) | |
| 123 | 123 | Differnce Amount (Excess/less) | 1 | (D) | |
| 124 | 124 | Quoted Amount (Basic Rate Only) | 1 | (E) | |
| 125 | 125 | Add GST at 12% of Quoted Amount | 1 | (F) | |
| 126 | 126 | Total Value of Quoted Amount including 12% of GST | 1 | (E+F) |
AI Tender Summary
Tender Timeline
Sep 06, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 09, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 11, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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