Tender For Construction Of Cc Drain From Dal Bahadur Tamang House To Kanchhi Pradhan House At Manglabari. Part No. 11/31. Sansad Ii Sl. No 12, Jalpaiguri-West Bengal

Construction Of Cc Drain From Dal Bahadur Tamang House To Kanchhi Pradhan House At Manglabari. Part No. 11/31. Sansad Ii Sl. No 12 Construction Of Cc Drain From Dal Bahadur Tamang House To Kanchhi Pradhan House At Manglabari. Part No. 11/31. Sansad Ii Sl. No 12 , 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 , 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

INR 1000 /-

INR 4700.0 /-

INR 1.88 Lakhs /-