NABARD RIDF ASSISTANCE FOR KUTTANADU Flood Mitigation Programme Uthimada padasekharam in Kainakary panchayath

Amount

Appendix A- RETAINING WALL FOR OUTER BUND

od44051/2019_2020/KP : Earthwork in excavation in or under water by mechanical means(Hydraulic excavator) /manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plain) including disposal of excavated earth, lead up to 50m and lift upto 1.5m,disposed earth to be leveled and neatly dressed. All kinds of soil. certificate:- Certified that the observed data is prepared by taking the rate and labour charges as per schedule of rates and has been prepared as per the actual observation at site

60.7.3 : DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.

60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

od44052/2019_2020/KP : Earthwork in rough excavation in or under water banking excavated clay inlayers not exceeding 20 cm in depth,breaking clods and dressing up in embackment for roads ,flood banks,marginal banks and guid banks with all kinds of soil(CPWD 2.2.1-2.4-2.5+2.24.1)under excavation in stiff heavy cayal clay. Certificate :-Cetified that the observed data is prepared by taking the rates and laboure charges as per current schedule of rate and has been prepared as per the actual observation at the site.all kinds of soil.

od44074/2019_2020/KP : Strengthening the earthern bund using coir geo textile (740gsm) etc. complete including cinveyance and all other incidential charges as per the direction of the departmental officers at site

60.64.2 : Coconut Pile - Supplying and stacking well matured 1/2 split and straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.

60.64.5 : Coconut Pile- Driving down half split coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end

APPENDIX .B CONSTRUCTION OF PIPE CULVERT

od39988/2020_2021/KP : Earth work in Excavation by mechanical means ( Hydraulic Excavator )/manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan )including dressing of sides and ramming of bottoms , (2.6.1+20% labor for under water excavation ) lift up to 1.5 m , including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50 m. All kinds of soil.

60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

19.6.8 : Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:700 mm dia R.C.C. pipe

60.2.1 : EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

APPENDIX C REPAIR OF MOTOR SHED - 2 Nos.

10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

od40111/2020_2021/KP : 2 Specification Code: od31832/2018_2019/KPod31832/2018_2019/KP :Providing and fixing precoated galvanised iron profile sheets (size, shape and pitchof corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinccoating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side ofthe sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 micronsminimum to avoid scratches during transportation and should be supplied in single length upto 12 metre oras desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size(5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding thecost of purlins, rafters and trusses and including cutting to size and shape wherever required.

APPENDIX.D POTHUMADA - 1 No.

od40112/2020_2021/KP : Putting out ring bund to a top width of 1.5m and average height of 2m with 1/4:1 side slope and protect the sides with 1/2 split coconut spot of 3.5m long, driving down 1.5m below bed level at 60cm c/c. providing 2 rows of wailing pieces with 1/4 split cocnut posts on both side and 1/4 split cross ties to alternate post and screening the sides of bund with polythene sheets fixed properly using coconut post and wailing pieces using reeper and nails in full height including tying properly using iron wire and and coir altogether and supply brush wood bundle 10 kg each and filling inside with hard clay/cut earth upto 2m , and and conveyed with all leads and lifts including consolidating properly and maintaining the bund till the work is completed and removing the same after completion of the workCodeDescriptionUnitQuantityRateAmountRemarks/Input ref Details of 10m length bundLength of 1/2 split coconut pile required for 10m @ 60cm c/c =2*18*3.5= 126mDriving down 1/2 split coconut tree 10 m at 60 cm c/c2x18x1.5=54m ,for 1m 54/10=5.4mLength of 1/4 split coconut post required for 10m bund as wailing piece= 2*2*10= 40mLength of 1/4 split coconunt post required for 10m bund as cross ties= 8*2.5= 20m1.Hire charges for ½ split coconut posts (Details vide OD Irrigation 60.64.2)Coconut post required for 1.0 m =126/10 = 12.6 Hire charges for 1/4 split coconut wailing and cross ties (Details vide od irrigation60.64.3)assume two rows in both sides and 8 cross tiesTotal = 20+40=60mHence for 1m=60/10=6m-------------------------------------------------------------------------------3. DRIVING DOWN (Details vide OD Irrigation 60.64.5)------------------------------------------------------------------------------4.Screening the frame with Polythene sheet nailed to wailing pieces and coconut post using reepersHire charge of country wood reeper is requiredPolythene sheet required for 10 m bund including overlapping==10.3x2x4 =82.4 sq.mlabour required for screening works 10 sq.m0.05 No Carpenter Class II for cutting,placing and fixing the reeper0.10 No beldar for conveying0.10 No Bhisti for nailing and tying under water--------------------------------------------------------------------------------------------------5. Supply of Brush wood bundle- 10 kg/E, 8.50 bundle required for 1.0m bund0.25 Bhisti for collection0.25 Beldar for conveyance and tying1.0 bhisti requred for spreading and mixing the 8.50 bundle brush wood with clay/ cut earth------------------------------------------------------------------------------------6.Quantity of clay/cut earth required (1.50+2.5)/2 x1X2 = 4.0 cum ( Rate as per 60.2.1)

60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.

60.64.4 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end

2.27 : Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete.

60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

4.1.6 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

60.8 : Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete

13.59 : Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively.

SATHEESHKUMAR S V

Bidder Name

MP.Sigikumar

SATHEESHKUMAR S V