YEARLY UNIT RATE FOR PROVIDING CONSULTANCY SERVICES FOR CARRYING OUT SURVEY WORKS AND COLLECTING THE SAMPLES AND TESTING THE SAME FOR CANAL, DAM, CHECKDAM, ROAD, RIVER, BUILDING, PIPELINE AND RELEVANT IRRIGATION STRUCTURES OF RAJKOT DISTRICT UNDER RAJKOT IRRIGATION PROJECT DIVISION – RAJKOT FOR THE YEAR OF 2026-27

Rs. In Words

Fly level for connecting an checking of B.M.with single leveling.

Fly level for connecting an checking of B.M.with double leveling.

Surveying including chaining, ranging, leveling, Jungle cutting etc. complete. Alignments survey with cross section at 30mt interval.

Surveying including chaining, ranging, leveling, Jungle cutting etc. complete. Alignments survey with cross section at 10mt interval.

Survey for chaining, and ranging, work etc. complete.

FRL marking survey with Peg fixing excluding stone fixing

Providing motorable service road during construction period as directed with necessary earth work, jungle cutting and maintenance as required etc complete.

Care & diversion of river/creek incl. required dewatering during construction of earthen dam, C.O.T. and allied works as prescribed and directed etc. complete.

Surveying by DGPS including measuring of alingment of earthan dam/canal/proposed Checkdam and creating the cross section and longitudinal section profile at 30mt interval/or closer as directed and plotting etc complete.The survey work shall be carried out for 150 mt distance on both side.

Survey by using own DGPS instument for the topographical and contour survey work in 30x30 mt grid with 0.5mt contour interval,locating all existing features with preparation and submission of survey drawing in AO size sheet in one Hard & soft copy etc complete.

Survey by using own DGPS instument for the topographical and contour survey work in 10x10 mt grid with 0.5mt contour interval,locating all existing features with preparation and submission of survey drawing in AO size sheet in one Hard & soft copy etc complete.

Preparing of computing Cross-sections and submission in required size paper etc complete.

(i) Computing cross-section by soft ware 30m interval and submission by Softcopy.

(ii) Cross-section Printout A3 Size (Extra copy)

(iii) Cross-section Printout A4 Size (Extra copy)

Computing L-Section as directed by Engineer -in charge and submission in charge and submission in A3 or above size paper

(i) A3 Size (Extra Copy)

(ii) A2 Size (Extra Copy)

(iii) A1 Size (Extra Copy)

(vi) A0 Size (Extra Copy)

Extra for over and above Item no 12 & 13 ,Computing Earth Work / Excavation Quantity as directed by Engineer -in charge and submission in three copies.

Excavation for Trial Pits, trenches and quarry exploration in all sports of soil including yellow, sandy and gravelly soil, soft murrum including uniform layers as and where directed etc. complete. (without dewatering) As Per Suggested By Geologist for Geology mapping purposes or Suggested By Engineer in charge. (a) 0 to 1.50 Mt. Depth

Excavation for Trial Pits, trenches and quarry exploration in all sports of soil including yellow, sandy and gravelly soil, soft murrum including uniform layers as and where directed etc. complete. (without dewatering) As Per Suggested By Geologist for Geology mapping purposes or Suggested By Engineer in charge. (b) 1.50 to 3.00 Mt. Depth

Excavation for Trial Pits, trenches and quarry exploration in all sports of soil including yellow, sandy and gravelly soil, soft murrum including uniform layers as and where directed etc. complete. (without dewatering) As Per Suggested By Geologist for Geology mapping purposes or Suggested By Engineer in charge. (c) 3.00 to 4.50 Mt. Depth

Excavation for Trial Pits, trenches and quarry exploration in all sports of soil including yellow, sandy and gravelly soil, soft murrum including uniform layers as and where directed etc. complete. (without dewatering) As Per Suggested By Geologist for Geology mapping purposes or Suggested By Engineer in charge. (d) 4.50 to 6.00 Mt. Depth

Excavation for Trial Pits, trenches and quarry exploration in all sports of soil including yellow, sandy and gravelly soil, soft murrum including uniform layers as and where directed etc. complete. (without dewatering) As Per Suggested By Geologist for Geology mapping purposes or Suggested By Engineer in charge. Extra rate for every additional depth of 1.5 or part thereof.

Refilling the excavated trial pits & trenches using excavated stuff as directed etc. Complete

Drilling 100 mm dia. bore hole in all types of soil strata by machine drilling method collecting undisturbed/disturbed soil samples and performing SPT test, maximum up to 20 Mt. depth on ground surface including mobilization, conveyance, loading and boarding, computation of SBC reporting charges etc complete. Including submission of Soft Copy & 02 hard copy of result.

Collecting, Sampling and Testing (in Duplicate) in Soil, Soft Murrum, Hard Murrum, Soft Rock and Hard Rock including ascertaining Soil Bearing Capacity / Allowable bearing pressure and Silt Factor including trial pit, transportation of samples form Check dam/Causeway/ Any irrigation Structure Site in Rajkot district to Govt. Laboratory or Govt. Approved Laboratory Etc Complete with Submission of Soft Copy & 02 Hard Copy of result.

Collecting and Sampling (in Duplicate) in Soil, Soft Murrum, Hard Murrum, Soft Rock and Testing the same for Grain size Analysis, Soil Classification As Per I.S, Atterberg's Limit, M.D.D & O.M.C, and Permeability test including trial pits, transportation of samples form Borrow Area Site or Check dam/Causeway/Any irrigation Structure Site in Rajkot district to Govt. Laboratory or Govt. Approved Laboratory Etc Complete. (For Cohesive Soil)

Collecting and Sampling (in Duplicate) in Soil, Soft Murrum, Hard Murrum, Soft Rock and Testing the same for Grain size Analysis, Soil Classification As Per I.S, Atterberg's Limit, Minimum & Maximum Density (Relative Density) and Permeability test including trial pits, transportation of samples form Borrow Area Site or Check dam/Causeway/Any irrigation Structure Site in Rajkot district to Govt. Laboratory or Govt. Approved Laboratory Etc Complete. (For Non Cohesive Soil Type / Murrum Type)

Collecting and Sampling (in Duplicate) in Soil, Soft Murrum, Hard Murrum, Soft Rock, Hard Rock including trial pits and transportation of samples form Borrow Area Site or Check dam/Causeway/Any irrigation Structure Site in Rajkot district to Govt. Laboratory or Govt. Approved Laboratory Etc Complete.

Testing Charges For Necessary Testing As Per Latest I.S. Specification of Various Type of Soil/Stone Specified as under including all labour and material charges etc complete.

Grain Size Analysis (Sieve Analysis)

Atterberg Limit

Light Compaction (Proctor)/ O.M.C & M.D.D

Minimum & Maximum Density (Relative Density)

Permeability

Swell Pressure

Specific Gravity of Soil

Preparation of One Test Sample From Rubble by Cutting (For 6 Nos.)

Compressive Strength

Specific gravity (Apparent) And Water Absorption

Specific Gravity (True)

Weathering Test

Durability Test

Scanning Work

Scanning Work (B/W) A0 Size

Scanning Work (B/W) A1 Size

Scanning Work (B/W) A2 Size

Scanning Work (B/W) A3 Size

Scanning Work (B/W) A4 Size

Scanning Work (RGB) A0 Size

Scanning Work (RGB) A1 Size

Scanning Work (RGB) A2 Size

Scanning Work (RGB) A3 Size

Scanning Work (RGB) A4 Size

Digitization Work

Digitization of Drawing A0 Size

Digitization of Drawing A1Size

Digitization of Drawing A2Size

Digitization of Drawing A3Size

Digitization of Drawing A4Size

Carrying out detailed topographical Survey of Canal using total station and taking cross section detail at 30 m interval on straight Canal and 10 m on curve and for same Prepare plan in which cover all details like as canal dimensions , side road detail, Right of way , tree, electric pole, structure boundary and etc. including preparing L/S & C/S, level sheet with all necessary calculation of cutting / filling as per proposed cross section and instruction of Engineer in charge. with Submission The Same Including Transportation, Labour Charge etc Complete.

Width <= 5.0 m

Width between >5.0 m to 10.0 m

Width >=10.0 m

Survey of V.R.B, Syphon, Aqueduct, HR & CR Gate, outlet with fixing TBM At least two nos. Including Contour and prepare Data Sheet Provided by Engineer in Charge with Submission The Same Including Transportation, Labour Charge etc Complete.

Preparing Hydraulics And Structure Design Drawing as per relevant codal provisions And Preparing Estimate of V.R.B, Syphon, Aqueduct, HR & CR Gate, outlet Provided by Engineer in Charge with Submission The Same Including Transportation, Labour Charge etc Complete. (Including Soil Test)

Carrying out Feasibility Report of proposed check dam and submitting other necessary documents along with Necessary photograph.

Carrying out Detailed Survey of Check dam using total station and taking cross section and longitudinal Section Profile at 30 Mt. interval on straight line and 10 m on curve and 10 Mt. C/S on Proposed Check-dam Alignment and same Prepare plan in which cover all details like as Check-dam dimensions , side road detail, tree, electric pole, structure boundary and etc .including preparing & Plotting L/S & C/S, Preparing & Plotting Index Map, Preparing & Marking Existing Location Of Proposed CD on Latest Village map, Prepare level sheet with all necessary calculation as per proposed cross section and instruction of Engineer in charge and Submission the same Including Transporting, Labour charge, Fixing 2 nos. of T.B.M, Preparing and Plotting all Drawings with Submission in Soft Copy & 2 Nos. of Hard Copy as per instruction of Engineer in Charge.

Preparing Hydraulics And Structure Design, Estimates as per relevant codal provisions of Check-dam / Checkdam Cum Causeway with Submission The Same Including Prepare Catchment Area Drawing of Proposed Site at F.R.L , H.F.L and A.H.F.L Level Including Providing Plan & section and all required as per PWD Norms Etc Design Approval/ Proof Checking from Govt. Approved Authority Including Transportation charge, labour charge etc complete. (Excluding Soil Test)

Providing consultancy services for Detail Project Survey with fixing TBM At least two Nos. & two alternative alignment including Contour and prepare Data Sheet and also prepare feasibility report with Detailed project report of LI Scheme & Approval from Concern Authority and also provided Detailed Design of LI Scheme with complete upto tender procedure for Lift Irrigation scheme for filling up the area of Rajkot District under Rajkot Irrigation Project Division.

Inventory Survey for Canal Existing Structure Details, and all details collecting with Suitable GPS instrument within ROW. Also Preparation of Canal Index Map with showing all details collecting from Canal Inventory, all Structure Details with dimension, necessary all Data

Preparation of Canal Marking & GIS Base on DILR Map (DILR Map collection in Consultancy Scope) and Submission the Same Including Transportation, Labour Charge etc Complete.

Preparation of detailed plan estimate of canal service road including topographical survey work ( including H.P. drain, Protection Work, Preparing L/S,C/S, level sheet with all necessary calculation of cutting/filling etc. Site photographs as per instruction of engineering in charge) (Excluding CBR/ Subsoil investigation/ testing charges)

Survey for box culvert at canal/ drain crossing with fixing TBM at least two no. including contour and prepare data sheet providing by engineer in charge with submission the same including transport, labor charges etc.

Preparing Hydraulic and structure design as per MORTH & same take approval from concern Authority

Preparing estimate of box culvert & same take approval from concern Authority

Preparing and providing Estimates for Widening portion/ New Construction / Reconstruction and providing plan, section, GAD and all required as per PWD norms in Rajkot Irrigation Project Division, Rajkot Jurisdiction for Estimated cost.Complete as per Engineer directed. H.P. Drain / Box Culvert/ Slab Drain/ Causeway

Upto 25 lac

25 to 50 Lac

50 to 300 lac

300 to 1000 lac

Above 1000 lac

Preparing and providing Estimates for Widening portion/ New Construction / Reconstruction and providing plan, section, GAD and all required as per PWD norms in Rajkot Irrigation Project Division, Rajkot Jurisdiction for Estimated cost.Complete as per Engineer directed. Flood Protection Wall/ Retaining Wall

Upto 25 lac

25 to 50 Lac

50 to 300 lac

300 to 500 lac

500 to 1000 lac

Above 1000 lac

Surveying, Preparing and Providing Architectural planning, all types of necessary working drawing, elevation design front view 3D Visulisation image, Structural design and all working drawing, Topographical survey, Providing Geotechnical consultancy for soil investigation including drilling bore hole upto 6mt and also making detailed Estimates with upto DTP level for the New Building Work of civil/electrical/furniture work in Rajkot Irrigation Project Division, Rajkot (The consultant shall submit Schedule-A, Schedule-B, Specifications, Specification Index, Cement/ Asphalt consumption statement) and all as per PWD manual and latest norms, engineer directed.

( i ) Cost up to 500 Sq. Mt.

( ii ) Cost up to 501 Sq. Mt. to 2000 Sq. Mt.

( iii ) Cost up to 2001 Sq. Mt. to 5000 Sq. Mt.

( iv ) Cost above 5000 Sq. Mt.

Surveying, Preparing and Providing Architectural planning, all types of necessary working drawing, elevation design front view 3D Visulisation image, Structural design and all working drawing, Topographical survey, Providing Geotechnical consultancy for soil investigation including drilling bore hole upto 6mt and also making detailed Estimates with upto DTP level for the Repairing of Building work of civil/electrical/furniture work in Rajkot Irrigation Project Division, Rajkot (The consultant shall submit Schedule-A, Schedule-B, Specifications, Specification Index, Cement/ Asphalt consumption statement) and all as per PWD manual and latest norms, engineer directed.

( A ) Estimate Cost up to 5.00 Lacs

( B ) Estimate Cost up to 5.00 Lacs to 10.00 Lacs

( C ) Estimate Cost up to 10.00 Lacs to 20.00 Lacs

( D ) Estimate Cost up to 20.00 Lacs to 50.00 Lacs.

( E ) Estimate Cost up to 50.00 Lacs to 80.00 Lacs.

( F ) Estimate Cost up to 80.00 Lacs to 100.00 Lacs.

( G ) Estimate Cost up to 100.00 Lacs to 200.00 Lacs.

( H ) Estimate Cost up to 200.00 Lacs and Above

Jungle clearance (Ganda Baval etc) of Light/heavy dence (work done by manually or by machinery ) including grabbing of & emoving the roots & girth completely from the ground & back fill with earth & making surface good as directed including depositing & removing the material away from the site of work at own risk and cost as and where directed etc completed for following. (a) Light density (b) Heavy density

The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment shall be made.

The labour cess will be deducted as per prevailing rules i.e.1% of the work done.

GST and Income tax TDS will be deducted at a source while making payments of bills

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt.G.R.:PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R.thereforeinR.C.C.items where there is a change as per actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

Executive Engineer

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