Consultancy Services For Design And Preparation Of Detailed Project Reports For Rehabilitating Flood Affected Lsgd Roads In Kerala For Idukki District, Various Locations in Idukki Districts-Kerala

Consultancy Services For Design And Preparation Of Detailed Project Reports For Rehabilitating Flood Affected Lsgd Roads In Kerala For Idukki District , Road Survey And Dpr Preparation , Od733996/2020_2021 : &Quot;Reconnaissance Surveys: Conducting Detailed Reconnaissance Surveys: Precise Mapping Of The Extent , And Description And Analysis Of The Site Specific Causes Of And Contributing Factors For The Damage That Occurred Following 2018 Flood ( Submerged Areas , Hfl , Landslides , Damage To Pavement And Cross-Drainage , Etc . ) ; Geometry And Carriageway Widths , Inventory Of Junctions , Structures , Built-Up Areas , Public Transportation Equipment , Etc . , Survey Of Currnet Condition Of Road , Mapping The Road Using Gps Equipment , Survey Of Structures , Visual Inspection Of Structures And Assessment Of Condition ( Including Photos ) . Data Is To Be Collected In The Format As Prescribed By Pmu . ≪Br≫&Quot;≪Br≫ , Od733997/2020_2021 : Conducting Classified Traffic Count At One Station Point - Taking Traffic Count In Both≪Br≫Directions At Selected Locations For 3Days 24 Hours Continuously By Recording The Classified Volume Count In The≪Br≫Prescribed Format Attached , Including Provision For Engaging Technicians And Setting Up Of Station Etc And≪Br≫Compiling The Data And Submitting The Same In Hard And Soft Copy Etc Complete As Per The Instructions Of Officials , Od734000/2020_2021 : Conducting Topographic Survey- Topographic Survey True To Ground Realities To Be Done Using Precision Instrument Like Total Station And Bringing The Original Data In Native Instrument Format And Also In Dxf Format As Approved By Pmu . The Field Codes Used Shall Be As Prescribe By Pmu . Pmu Intends To Engage A Model Based Design Procedure For These Projects . Hence The Interval Of Pick Points In Field Shall Be Such As To Represent The True Surface Of The Existing Entity . The Cross Directional Extend Shall Go 1M Beyond Either Boundaries Of The Right Of Way Or As Directed By The Pmu Officials . Pick Points Should Invariably Include Center And Existing Pavement Edge Points At A Minimum Interval Of 15M In Straights And 5M In Curves . Temporary Bench Marks [Control Points] Are Also To Be Established At 450M Intervals On Pre-Cast Concrete Pillars As Per Irc . In Addition To This One Additional Control Point Near To These Established Tbm Shall Also Be Established In A Permanent Object Available In Site As Per Direction Of Pmu Officials Such As To Enable A Resection Operation At A Later Time . In House Standards , Work Procedures , And Quality Plan Prepared With Reference To Irc Sp 19-2001 , Irc Sp 20 , Irc Sp 13 And Current International Practices To Be Followed During Survey . Details Of Utilities Including Electric Utensils , Water Supply Lines/ Street Taps And Telephone Lines/ Post Are Also To Be Collected As Part Of The Topographic Survey . , Od734003/2020_2021 : &Quot;Conducting Soil Investigation On Soil Samples Collected At Subgrade Level @ 1 Sample Per Km Or As Directed By Engineer-In-Charge Rate Inclusive Of Collecting Samples From Site . The Following Tests Are Required To Be Conducted As Detailed Below:&Bull; Grain Size Analysis As Per Is:272 ( Part 4 ) -1985 ( Soil Classification ) &Bull; Atterberg&Rsquo;S Limit As Per Is :2720 ( Part 5 ) -1985&Bull; Standard Proctor Density Test As Per Is:2720 ( Part 7 ) -1980&Bull; 4 Day Soaked Cbr Test As Per Is:2720 ( Part 16 ) -1985&Bull; Field Cbr Using Appropriate Method&Quot; , Od734007/2020_2021 : Environmental Impact Study , Bar Chart Preparation , Cost Benefit Analysis , Geometric Design , Pavement Design Including Soil Stabilisation , Structural Design Of Protective Works And Minor Cd Works , Geotechnical Design , Hydraulic Design Of Cross Drainage Works And Longitudinal Drains , Preparation Of Drawings In Approved Softwares Of Above Designs Including Cross Sectional Drawings Of Pavements Etc . , Od734009/2020_2021 : Preparation Of Detailed Project Report Of The Road Works Containing Alignment Plan , Key Plan , Contour Plan , Index Map , Longitudinal And Cross Section Of Road And River/Thodu Cross Section If Any Hydraulic And Velocity Calculations , Preparation Of Estimate In Price Complete . Including Neat Filing And Supplying 3 Set Dpr Etc . As Per The Directions Of The Departmental Officers In Approved Format In Accordance With Irc Sp 19:2001 . , Soil Investigation , Od733998/2020_2021 : Mobilization Including Transportation Of All Necessary Plan And Equipment&Apos;S And Materials Of Boring Field Testing And Sampling And Demobilization After Completing The Work≪Br≫For Machine Boring Derived From 56 . 1 . A , Od733999/2020_2021 : Setting Up Boring At Each Bore Hole Locations Including Carrying All Necessary Plant , Equipment And Materials Of Boring And Field Tests And Collection Of Samples At Each Bore Hole Location . ≪Br≫For Machine Boring Derived From Item 56 . 2 . A , Od734001/2020_2021 : Boring With Rotary Power Drilling Equipment&Apos;S In All Types Of Soil Having N Value Less Than 50 Excluding Hard Rock Soft Rock , Or Medium Rock For Strata Upto 10M . Including Conducting Necessary S . P . T And Recovery Of Un Disturbed Soil Samples At 5M . Intervals . ≪Br≫For Ordinary Soil . , Od734002/2020_2021 : Boring With Rotary Power Drilling Equipment In All Types Of Soil Having N Value Less Than 50 Excluding Hard Rock Soft Rock , Or Medium Rock For Strata For Next 10M Upto A Depth Of 20M Including Conducting Necessary S . P . T And Recovery Of Un Disturbed Soil Samples At 5M . Intervals . Derived From 56 . 3 . B . 1≪Br≫For Ordinary Soil , Od734004/2020_2021 : Boring With Rotary Power Drilling Equipment In All Types Of Soil Having N Value Less Than 50 Excluding Hard Rock Soft Rock , Or Medium Rock For Strata For Next 20M Upto 30M Depth Including Conducting Necessary S . P . T And Recovery Of Undisturbed Soil Samples At 5M . Intervals . ≪Br≫For Ordinary Soil . Derived Form 56 . 3 . C . 1 , Od734005/2020_2021 : Boring With Rotary Power Drilling Equipment In All Types Of Soil Having N Value Less Than 50 Excluding Hard Rock Soft Rock , Or Medium Rock For Strata Above 30M Depth Including Conducting Necessary S . P . T And Recovery Of Undisturbed Soil Samples At 5M . Intervals . ≪Br≫For Ordinary Soil . Derived From 56 . 3 . D . 1 , Od734006/2020_2021 : Boring With Rotary Power Drilling Equipment In All Types Of Soil Having N Value Less Than 50 Excluding Hard Rock Soft Rock , Or Medium Rock For Strata Upto 10M . Including Conducting Necessary S . P . T And Recovery Of Un Disturbed Soil Samples At 5M . Intervals . ≪Br≫For Under Water . Derived From 56 . 3 . A . 2 , Od734008/2020_2021 : Boring With Rotary Power Drilling Equipment In All Types Of Soil Having N Value Less Than 50 Excluding Hard Rock Soft Rock , Or Medium Rock For Strata For Next 10M Upto Depth Of 20M Including Conducting Necessary S . P . T And Recovery Of Un Disturbed Soil Samples At 5M . Intervals . ≪Br≫For Under Water . Derived Form 56 . 3 . B . 2 , Od734010/2020_2021 : Boring With Rotary Power Drilling Equipment In All Types Of Soil Having N Value Less Than 50 Excluding Hard Rock Soft Rock , Or Medium Rock For Strata For Next 20M Upto 30M Depth Including Conducting Necessary S . P . T And Recovery Of Undisturbed Soil Samples At 5M . Intervals . ≪Br≫For Under Water . Derived Form 56 . 3 . C . 2 , Od734011/2020_2021 : Boring With Rotary Power Drilling Equipment In All Types Of Soil Having N Value Less Than 50 Excluding Hard Rock Soft Rock , Or Medium Rock For Strata Above 30M Depth Including Conducting Necessary S . P . T And Recovery Of Undisturbed Soil Samples At 5M . Intervals . ≪Br≫For Under Water . Derived From 56 . 3 . D . 2 , Od734012/2020_2021 : Boring Through All Classes Of Rock Excluding Hard Rocks Having &Apos; N&Apos; Value Greater Than 50 Using Tungsten Carbide Drilling Bit . ≪Br≫I

INR 2500 /-

INR 50000.0 /-

INR 65.22 Lakhs /-

Work Name:PMURKILSGD 2020-21: Consultancy Services for Design and preparation of Detailed project report for flood affected roads in Kerala ( Idukki District)
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Road survey and DPR Preparation	BI01010001010000000000000515BI0100001113
2	1.001	od733996/2020_2021 : "Reconnaissance Surveys: Conducting Detailed reconnaissance surveys: Precise mapping of the extent, and description and analysis of the site specific causes of and contributing factors for the damage that occurred following 2018 flood (submerged areas, HFL,landslides, damage to pavement and cross-drainage, etc.); geometry and carriageway widths, inventory of junctions, structures, built-up areas, public transportation equipment, etc., survey of currnet condition of road, mapping the road using GPS equipment, survey of structures, Visual inspection of structures and assessment of condition (including photos). Data is to be collected in the format as prescribed by PMU.<br>"<br>	BI01010001010000000000000515BI0100001114	98	km
3	1.002	od733997/2020_2021 : Conducting classified Traffic count at one station point - Taking traffic count in both<br>directions at selected locations for 3days 24 hours continuously by recording the classified volume count in the<br>prescribed format attached, including provision for engaging technicians and setting up of station etc and<br>compiling the data and submitting the same in hard and soft copy etc complete as per the instructions of officials	BI01010001010000000000000515BI0100001115	30	point
4	1.003	od734000/2020_2021 : Conducting Topographic survey- Topographic survey true to ground realities to be done using precision instrument like Total Station and bringing the original data in native instrument format and also in dxf format as approved by PMU. The field codes used shall be as prescribe by PMU. PMU intends to engage a model based design procedure for these projects. Hence the interval of pick points in field shall be such as to represent the true surface of the existing entity.The cross directional extend shall go 1m beyond either boundaries of the Right of Way or as directed by the PMU officials.Pick points should invariably include center and existing pavement edge points at a minimum interval of 15m in straights and 5m in curves. Temporary bench marks [Control Points] are also to be established at 450m intervals on pre-cast concrete pillars as per IRC. In addition to this one additional control point near to these established TBM shall also be established in a permanent object available in site as per direction of PMU officials such as to enable a resection operation at a later time. In house standards, work procedures, and quality plan prepared with reference to IRC SP 19-2001, IRC SP 20, IRC SP 13 and current international practices to be followed during survey. Details of utilities including electric utensils, water supply lines/ street taps and telephone lines/ post are also to be collected as part of the topographic survey.	BI01010001010000000000000515BI0100001116	98	km
5	1.004	od734003/2020_2021 : "Conducting soil investigation on soil samples collected at subgrade level @ 1 sample per km or as directed by engineer-in-charge rate inclusive of collecting samples from site . The following tests are required to be conducted as detailed below:• Grain size analysis as per IS:272(part 4)-1985 (soil classification)• Atterberg’s limit as per IS :2720(part 5)-1985• Standard proctor density test as per IS:2720(part 7)-1980• 4 day soaked CBR test as per IS:2720(part 16)-1985• Field CBR using appropriate method"	BI01010001010000000000000515BI0100001117	100	each
6	1.005	od734007/2020_2021 : Environmental Impact study, bar chart preparation, cost benefit analysis ,Geometric design, pavement design including soil stabilisation, structural design of protective works and minor CD works,Geotechnical design, hydraulic design of Cross drainage works and longitudinal drains, Preparation of drawings in approved softwares of above designs including cross sectional drawings of pavements etc.	BI01010001010000000000000515BI0100001118	98	km
7	1.006	od734009/2020_2021 : Preparation of Detailed Project Report of the road works containing alignment plan, key plan, contour plan , index map, longitudinal and cross section of road and River/Thodu cross section if any hydraulic and velocity calculations, Preparation of estimate in PRICE complete. including neat filing and supplying 3 set DPR etc. as per the directions of the departmental officers in approved format in accordance with IRC SP 19:2001 .	BI01010001010000000000000515BI0100001119	30	each set
8	2	Soil Investigation	BI01010001010000000000000515BI0100001120
9	2.001	od733998/2020_2021 : Mobilization including transportation of all necessary plan and equipment's and materials of boring field testing and sampling and demobilization after completing the work<br>For machine boring Derived from 56.1.a	BI01010001010000000000000515BI0100001121	5	each set
10	2.002	od733999/2020_2021 : Setting up boring at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location.<br>For machine boring Derived from item 56.2.a	BI01010001010000000000000515BI0100001122	16	holes
11	2.003	od734001/2020_2021 : Boring with rotary power drilling equipment's in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata upto 10m. Including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.<br>For ordinary soil.	BI01010001010000000000000515BI0100001123	100	per metre
12	2.004	od734002/2020_2021 : Boring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 10m upto a depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals. Derived from 56.3.b.1<br>For ordinary soil	BI01010001010000000000000515BI0100001124	100	per metre
13	2.005	od734004/2020_2021 : Boring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 20m upto 30m depth including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m.intervals.<br>For ordinary soil. Derived form 56.3.c.1	BI01010001010000000000000515BI0100001125	100	metre
14	2.006	od734005/2020_2021 : Boring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata above 30m depth including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m.intervals.<br>For ordinary soil. Derived from 56.3.d.1	BI01010001010000000000000515BI0100001126	100	metre
15	2.007	od734006/2020_2021 : Boring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata upto 10m. Including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.<br>For under water. Derived from 56.3.a.2	BI01010001010000000000000515BI0100001127	60	per metre
16	2.008	od734008/2020_2021 : Boring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 10m upto depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.<br>For under water. Derived form 56.3.b.2	BI01010001010000000000000515BI0100001128	60	metre
17	2.009	od734010/2020_2021 : Boring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 20m upto 30m depth including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m.intervals.<br>For under water. Derived form 56.3.c.2	BI01010001010000000000000515BI0100001129	60	metre
18	2.01	od734011/2020_2021 : Boring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata above 30m depth including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m.intervals.<br>For under water. Derived from 56.3.d.2	BI01010001010000000000000515BI0100001130	60	metre
19	2.011	od734012/2020_2021 : Boring through all classes of rock excluding hard rocks having ' N' value greater than 50 using tungsten carbide drilling bit.<br>In land. Derived from 56.5.a	BI01010001010000000000000515BI0100001131	60	metre
20	2.012	od734013/2020_2021 : Boring through all classes of rock excluding hard rocks having ' N' value greater than 50 using tungsten carbide drilling bit.<br>In water. Derived from 56.5.b	BI01010001010000000000000515BI0100001132	36	metre
21	2.013	od734014/2020_2021 : Boring through all type of hard rock or similar refusal strata of N value greater than 50 using diamond core drilling bit for in land under and banks of river. Derived from 56.4	BI01010001010000000000000515BI0100001133	24	metre
22	2.014	od734015/2020_2021 : Hire charges for providing 2 nos of 2nd Class boat with boatman for erecting the platform over which the boring plant is to be erected, and 1 no of 2nd Class boat with 1 boatman for conveying the departmental staff and labour engaged from the banks to platform and back etc.Hire charges for providing 2 nos of 2nd Class boat with boatman for erecting the platform over which the boring plant is to be erected, and 1 no of 2nd Class boat with 1 boatman for conveying the departmental staff and labour engaged from the banks to platform and back etc.<br>Derived from 56.10<br>	BI01010001010000000000000515BI0100001134	24	Day
23	2.015	od734016/2020_2021 : 56.9.1 : Erecting platform over 2 nos of 2nd Class Boat USING Mango wood planks of of not less than 30 mm thick, Mango wood joists of 100mm x 70mm at 60cm intervals including labour and hire of all materials and dismantling the platform after completion of work etc complete excluding hire of boats (A Platform of Minimum size 6.00m x 5.00m will be required)Erecting platform over 2 nos of 2nd Class Boat USING Mango wood planks of of not less than 30 mm thick, Mango wood joists of 100mm x 70mm at 60cm intervals including labour and hire of all materials and dismantling the platform after completion of work etc complete excluding hire of boats (A Platform of Minimum size 6.00m x 5.00m will be required)<br>Derived fro 56.9.1	BI01010001010000000000000515BI0100001135	60	sqm
24	2.016	od734017/2020_2021 : Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate)<br>Machine boring for 5 bore holes.Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate)Machine boring for 5 bore holes. Derived from 56.11.a<br>	BI01010001010000000000000515BI0100001136	5	set
25	2.017	od734018/2020_2021 : Preparation of Detailed Project Report of the bridge works containing alignment plan, key plan, contour plan , index map, longitudinal and cross section of road and River/Thodu cross section of bridge hydraulic and velocity calculations including neat filing and supplying five set DPR etc. as per the directions of the departmental officers.Preparation of Detailed Project Report of the bridge works containing alignment plan, key plan, contour plan , index map, longitudinal and cross section of road and River/Thodu cross section of bridge hydraulic and velocity calculations including neat filing and supplying five set DPR etc. as per the directions of the departmental officers.<br>Derived from 56.16<br> Bridges having total span greater than 15m.	BI01010001010000000000000515BI0100001137	2	set