Tender For Const.Of Cc Drain From Madan Rai House To Mira Rai House At Raigaon P/No 11/34 Sansad Iv Under Jaigaon-I Gram Panchayat Activity Id 59699553, Jalpaiguri-West Bengal

Const.Of Cc Drain From Madan Rai House To Mira Rai House At Raigaon P/No 11/34 Sansad Iv Under Jaigaon-I Gram Panchayat Activity Id 59699553 , Slno-1/Pwd (Road) - 284/Item No-12.01/A(Iv) Earth Work In Excavation Of Foundation Of Structures As Per Drawing And Technical Specification, Including Setting Out Removing, Spreading Or Stacking Of Spoils Within A Lead Of 150M. As Directed And Including Trimmingthe Sides Of The Trenches, Leveling, Dressing And Ramming The Bottom, And Backfilling With Approved Materials Complete As Per Direction Of The Engineer-In-Charge. A) Up To 3M Depth I)Without Pumping Out Water And Shoring. I) Proposed Drain=104.0 X0.900 X 0.700=65.52 M3 @ Rs.114.00/M3……………………………………Rs = 7,469.28 , Slno-2/Pwd (Road) - 285/Item No-12.02 Earth Work In Filling In Foundation Trenches With Good Earth, In Layers Not Exceeding 15Cm. Including Watering And Ramming Layer By Layer Complete With Earth Obtained From Excavation Of Foundation Or From Fresh Excavation Of Land Arranged By The Department Within A Lead Of 150M. Volm Of Earth=65.52 M3 X 1/5Th=13.10 M3 @ Rs.92.00/M3……………………………..……Rs =1,205.20 , Slno-3/Pwd (Building) -229/Item No-11 Labour For Laying 150 Mm To 200Mm Boulder Soling Including Rough Dressing Hand Packing And Ramming Down Small Pieces In The Interstices Including Rolling And Preparing The Bed To Proper Level And Filling Up All Joints With Sandy Clay Or Earth. Drain Floor= 104.00 X 0.900 =93.60 M2 @ Rs.137.65/M2……………………………….…Rs = 12,884.04 Analysis Of Rate Per M2 I) Item Raters = 64.0/ M2 Ii) Boulder Rate = 0.15 M X 491.00/M3 Rs = 73.65/ M2 -------------------------------- Totalrs = 137.65/M2 , Slno-4/Pwd (Building) -34/Item No-22 Cement Concrete With 30Mm Down Graded Shingles Excluding Shuttering. (A) 1:3:6 Proportion I) Drain Base= 104.00 X 0.90 X 0.100= 9.36 M3 Ii) Drain Wall=2 Side X 104.00X 0.20 + 0.300 X 0.450=23.40 M3 2 _____________________ Total= 32.76M3 @ Rs.3393.00/ M3…………………………….…..Rs = 1,11,154.68 , Sl No 1 Pwd Road 316/Item No 18.07 Providing And Laying Design Mix Concrete For Plain/Reinforced Concrete Work In Any Part Of Bridge With Course Aggregates Of Appropriate Nominal Size And Grading. Fine Aggregate Conforming To Propper Grading Zone Both Of Approve Quality And Cement As Necessary Including Labour Cost And Carriage Of All Material And Including Preparation Of Design Mix Approval Of The Same By The Engineer In Charge And Cost For Quality Control Sampling Testing Etc All Complete But Excluding Cost Of Labour And Materials For Form Work & Reinforcement Works. (A M15 Grade Using Concrete Mixer. ) Ordinary Slab = 30Nos X 0.9X0.90X0.100 = 2.43 M3 @Rs 4558.80/M3 Rs=11077.88 Analysis Of Rate Per M3. I) Item Rate =1425/M3 Ii) Basic Cement Rate = 0.350Mt X 7560/Mt =2646 Iii) Required 22.4Mm Bazree=0.90M3 X 542/M3 = 487.80 , Sl No 2/Pwd (Road) 292/Item No 13.02. Supplying Fitting And Placing Hysd Bar Straightening Reinforcement In Sub Structure Including Initial Straightening Of Coils Bars Removal Of Loose Rust Cutting To Requisite Length Bendingbinding With Annealed Wire Not Less Than 1 Mm In Size And Conforing To Is280 At Every Intersection Hooked And Bent To Correct Shap And Placed Of Forms Etc Including Cost Of Black Anneled Wire And Cost Of Loading Unloading Carriage Of All Steel Materials Complete As Per Drawing And Technical Specifications And Direction Of Enginee In Charge Qty 1.25% 2.43M3 = 0.239Mt2s 71119.00Mt= Rs 16957.88 Analysis Of Rate Per Mt I) Item Rate Rs= 18367.00Mt Ii) Basic Rate = 1.05Xrs50240 Rs 52752.00Mt , Slno-5/Pwd (Road) - 332/Item No-18.05 Hire And Labour Charge For Shuttering With Or Without Staging Up To 4.0M Height Using Approved Stout Props Without Wooden Planks/Ply Wood/Steel Sheet Plate With Required Bracing For Any Kind Of Plain Or Reinforced Concrete Works In All Sorts Of Minor Structure Including Culvert, Box Culvert, Cross-Drain Etc. The Rate Is Inclusive Of Fitting Fixing And Striking Out After Completion Of Work As Per Specification And Direction. B)Where Staging Is Not Required.Iii) Slab = Ls 20.00M2@Rs 214.00M2 Rs = 4280 , Slno-5/Pwd (Road) - 332/Item No-18.05 Hire And Labour Charge For Shuttering With Or Without Staging Up To 4.0M Height Using Approved Stout Props Without Wooden Planks/Ply Wood/Steel Sheet Plate With Required Bracing For Any Kind Of Plain Or Reinforced Concrete Works In All Sorts Of Minor Structure Including Culvert, Box Culvert, Cross-Drain Etc. The Rate Is Inclusive Of Fitting Fixing And Striking Out After Completion Of Work As Per Specification And Direction. B)Where Staging Is Not Required. Ii) Drain Wall= 2 Side X 104.0 X 0.450 =93.60M2 Ii) Drain Wall=4 Side X 0.20 + 0.30 X 0.450 = 0.45M2 2 __________________________ Total=94.05 M2 @ Rs.214.00/M2………………………………….Rs = 20,126.70 , Slno-6/Pwd (Building) -189/Item No-1(Ii)(B) Plaster (To Wall, Floor, Celling Etc.) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Racking Course, Scaffolding/Staging Where Necessary(Ground Floor) Ii) With 1:4 Cement Mortar A)15Mm Thick Plaster I) Drain Floor= 104.0 X 0.300=31.20 M2 Ii) Drain Wall=2 Side X 104.0X (0.20 + 0.450)=135.20 M2 Total=166.40 M2 @ Rs.154.00/M2……………………………….Rs = 25,625.60 , Add 6% Cgst , Add 6% Sgst , Add Labour Cess 1% , Add Contigency 1.5% , Add Display Board

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	24-04-2023	Due Date Extended - 24.04.2023 - slot 5	Admin Corrigendum Date Extend	25-04-2023
2	25-04-2023	Due Date Extended - 25.04.2023 - slot 8	Admin Corrigendum Date Extend	27-04-2023
3	29-04-2023	Due Date Extended - 27.04.2023 - slot 10	Admin Corrigendum Date Extend	02-05-2023

INR 1000 /-

INR 4402.0 /-

INR 2.20 Lakhs /-