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Ridf Xxi Infrastructure Development Works At Thripperunthura Ridf Xxi Infrastructure Development Works At Thripperunthura - Additional Works At 1 , 4 , 5 , 6 And 9 Blocks Chennithala Kb , Alappuzha District, Alappuzha-Kerala

Department Of Agriculture-DOA has published Ridf Xxi Infrastructure Development Works At Thripperunthura Ridf Xxi Infrastructure Development Works At Thripperunthura - Additional Works At 1 , 4 , 5 , 6 And 9 Blocks Chennithala Kb , Alappuzha District. Submission Date for this Tender is 12-02-2021. Civil Work Tenders in Alappuzha Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

26706880
Ridf Xxi Infrastructure Development Works At Thripperunthura Ridf Xxi Infrastructure Development Works At Thripperunthura - Additional Works At 1 , 4 , 5 , 6 And 9 Blocks Chennithala Kb , Alappuzha District
Open Tender
Indian
Kerala
Alappuzha
12-02-2021

Tender Details

Ridf Xxi Infrastructure Development Works At Thripperunthura Ridf Xxi Infrastructure Development Works At Thripperunthura - Additional Works At 1 , 4 , 5 , 6 And 9 Blocks Chennithala Kb , Alappuzha District

Key Value

Document Fees
INR 5000 /-
EMD
INR 50000.0 /-
Tender Value
INR 1.83 Crore /-

BOQ Items

Work Name:RIDF XXI- Infrastructure development works at Thripperunthura - Additional works at 1, 4,5,6 & 9 blocks Chennithala KB, Alappuzha District
Sl. No. Item Description Item Code / Make Quantity Units
1 1 BLOCK 4 &5 -SIDE PROTECTION OF THODE BI01010001010000000000000515BI0100001113
2 1.01 60.1.2 : RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. BI01010001010000000000000515BI0100001114 20 metre
3 1.02 50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete BI01010001010000000000000515BI0100001115 10 hour
4 1.03 2.8.1 : 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, 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 BI01010001010000000000000515BI0100001116 720 cum
5 1.04 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 BI01010001010000000000000515BI0100001117 1760 cum
6 1.05 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) BI01010001010000000000000515BI0100001118 275 cum
7 1.06 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) BI01010001010000000000000515BI0100001119 37.5 cum
8 1.07 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. BI01010001010000000000000515BI0100001120 150 sqm
9 1.08 2.25 : Filling available excavated earth (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.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. BI01010001010000000000000515BI0100001121 432 cum
10 2 BLOCK NO:5 1nos & BLOCK NO.1 ( 1no ) CONSTRUCTION OF TRACTOR PASSAGE (2nos) BI01010001010000000000000515BI0100001122
11 2.01 2.8.1 : 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, 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 BI01010001010000000000000515BI0100001123 22.331 cum
12 2.02 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 BI01010001010000000000000515BI0100001124 10.15 cum
13 2.03 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) BI01010001010000000000000515BI0100001125 4.061 cum
14 2.04 5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001126 17.712 cum
15 2.05 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 BI01010001010000000000000515BI0100001127 1771.2 kilogram
16 2.06 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts BI01010001010000000000000515BI0100001128 58.081 sqm
17 2.07 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform BI01010001010000000000000515BI0100001129 20.3 sqm
18 2.08 13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) BI01010001010000000000000515BI0100001130 51.921 sqm
19 2.09 60.8 : Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete BI01010001010000000000000515BI0100001131 46 10 cud m
20 2.1 60.4 : Locking Arrangements - Supplying and Fixing lock and locking arrangements with suitable chain hooks,and padlock of 65mm size. BI01010001010000000000000515BI0100001132 4 each
21 3 BLOCK NO:1 (2 NOS( pambanam & Thevar kadavu))& BLOCK NO. 9(2NOS) CONSTRUCTION OF ENGINE THARA PARAKUZHY AND MOTOR SHED BI01010001010000000000000515BI0100001133
22 3.01 2.8.1 : 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, 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 BI01010001010000000000000515BI0100001134 215.113 cum
23 3.02 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. BI01010001010000000000000515BI0100001135 240 metre
24 3.03 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 BI01010001010000000000000515BI0100001136 240 metre
25 3.04 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 BI01010001010000000000000515BI0100001137 277.143 cum
26 3.05 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) BI01010001010000000000000515BI0100001138 33.726 cum
27 3.06 5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001139 3.39 cum
28 3.07 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) BI01010001010000000000000515BI0100001140 24 cum
29 3.08 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) BI01010001010000000000000515BI0100001141 10.401 cum
30 3.09 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) BI01010001010000000000000515BI0100001142 237.921 cum
31 3.1 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 BI01010001010000000000000515BI0100001143 339 kilogram
32 3.11 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) BI01010001010000000000000515BI0100001144 166.401 sqm
33 3.12 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. BI01010001010000000000000515BI0100001145 743.683 sqm
34 3.13 50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete BI01010001010000000000000515BI0100001146 878.976 kg
35 3.14 10.16.1 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes BI01010001010000000000000515BI0100001147 1764.36 kg
36 3.15 12.50 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as 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 the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. BI01010001010000000000000515BI0100001148 417.2 sqm
37 3.16 12.51.1 : Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm) BI01010001010000000000000515BI0100001149 46 metre
38 3.17 13.63.1 : Painting with aluminium paint of approved brand and manufacture to give an even shade.Two or more coats on new work BI01010001010000000000000515BI0100001150 161.3 sqm
39 4 BLOCK NO: 4 ,5& 6 padam north side ( west to east) RAISING OF BUND ATTUTHEERAM BI01010001010000000000000515BI0100001151
40 4.01 od2532/2020_2021 : Raising of bund using hard stiff clay - cutting charge only BI01010001010000000000000515BI0100001152 15671.9 cum
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