State Plan 20-21-Renovation Of Eastern Side Pond At Main Entrance And Construction Of Compound Wall At Nh Side At Main Campus , Vellanikkara Renovation Of Eastern Side Pond At Main Entrance And Construction Of Compound Wall At Nh Side

Tender Notice

27162007
State Plan 20-21-Renovation Of Eastern Side Pond At Main Entrance And Construction Of Compound Wall At Nh Side At Main Campus , Vellanikkara Renovation Of Eastern Side Pond At Main Entrance And Construction Of Compound Wall At Nh Side
Indian
Kerala
27-02-2021
27-03-2021
31-03-2021

Tender Details

State Plan 20-21-Renovation Of Eastern Side Pond At Main Entrance And Construction Of Compound Wall At Nh Side At Main Campus , Vellanikkara Renovation Of Eastern Side Pond At Main Entrance And Construction Of Compound Wall At Nh Side

Key Value

Document Fees
INR 2800 /-
EMD
INR 50000.00 /-
Tender Value
Refer document

BOQ Items

Work Name : State plan 20-21-Renovation of Eastern side pond at Main entrance and Construction of compound wall at NH side at Main Campus,Vellanikkara
Sl. No. Item Description Item Code / Make Quantity Units
1 1 APPENDIX A-Renovation of Eastern side pond at Main entrance BI01010001010000000000000515BI0100001113
2 1.01 2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared BI01010001010000000000000515BI0100001114 480 sqm
3 1.02 2.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil BI01010001010000000000000515BI0100001115 480 sqm
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 564 cum
5 1.04 2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil BI01010001010000000000000515BI0100001117 141 cum
6 1.05 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 BI01010001010000000000000515BI0100001118 248 hour
7 1.06 60.1.1 : RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. BI01010001010000000000000515BI0100001119 132 metre
8 1.07 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) BI01010001010000000000000515BI0100001120 43 cum
9 1.08 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete BI01010001010000000000000515BI0100001121 116 sqm
10 1.09 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers BI01010001010000000000000515BI0100001122 5 sqm
11 1.1 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts BI01010001010000000000000515BI0100001123 6 sqm
12 1.11 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. BI01010001010000000000000515BI0100001124 1005 sqm
13 1.12 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 BI01010001010000000000000515BI0100001125 19518 kilogram
14 1.13 60.6 : PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. BI01010001010000000000000515BI0100001126 180 metre
15 1.14 od1190/2020_2021 : Sinking well in all soils other than rock to lines and levels and plumb by scooping out from inside and below the stiening including use of dredgers or any other appliance, hire and labour of kentledge, jetting, dewatering,blasting, vibrating or any other method including removal of obstacles and dumping the spoil within a distance of 150 m.Well 4m to 5.5m dia ( outer)for Ist depth upto 3m below spring level BI01010001010000000000000515BI0100001130 3 metre
16 1.15 od1191/2020_2021 : Sinking well in all soils other than rock to lines and levels and plumb by scooping out from inside and below the stiening including use of dredgers or any other appliance, hire and labour of kentledge, jetting, dewatering,blasting, vibrating or any other method including removal of obstacles and dumping the spoil within a distance of 150 m.Well 4m to 5.5m dia ( outer)For every successive depth of 1.5m below first 3m depth BI01010001010000000000000515BI0100001147 1 each
17 1.16 5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining BI01010001010000000000000515BI0100001116 100 sqm
18 1.17 5.7 : Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001117 6 cum
19 1.18 5.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level BI01010001010000000000000515BI0100001118 197 cum
20 1.19 60.7.4 : DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site BI01010001010000000000000515BI0100001119 7.5 cum
21 2 APPENDIX B-Construction of compound wall at Main Campus BI01010001010000000000000515BI0100001120
22 2.01 50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete BI01010001010000000000000515BI0100001121 42 cum
23 2.02 50.6.1.4 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete BI01010001010000000000000515BI0100001122 2 cum
24 2.03 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) BI01010001010000000000000515BI0100001123 620 sqm
25 2.04 od1185/2020_2021 : Providing water cut beeding 20 mm half round in CM 1:3 BI01010001010000000000000515BI0100001124 150 metre
26 2.05 od1186/2020_2021 : Providing boarder 75mm wide and 15mm thick in cement mortar 1:3 etc complete BI01010001010000000000000515BI0100001125 204 metre
27 2.06 13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) BI01010001010000000000000515BI0100001126 625 sqm
28 2.07 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 BI01010001010000000000000515BI0100001130 15 cum
29 2.08 2.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil BI01010001010000000000000515BI0100001161 54 sqm
30 2.09 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 BI01010001010000000000000515BI0100001162 2 cum
31 2.1 15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar BI01010001010000000000000515BI0100001163 14 cum
32 2.11 od1193/2020_2021 : Random rubble masonry with departmental 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) BI01010001010000000000000515BI0100001164 14 cum
33 2.12 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers BI01010001010000000000000515BI0100001165 11 sqm
34 2.13 5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more BI01010001010000000000000515BI0100001166 180 kg
35 2.14 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) BI01010001010000000000000515BI0100001167 3 cum
36 2.15 od1187/2020_2021 : Providing and fixing 40mm GI post ( B class) welding bracket at bottom and closing free ends by welding with required sheet etc. in line & level including applying priming coat of approves steel primer.G.I. pipe-40mm BI01010001010000000000000515BI0100001168 26 per metre
37 2.16 od1188/2020_2021 : Fencing with GI chain link of size 10X10cm -10gX10g of standard pattern fixed with GI wire to the post and run GI plain wire no.10 through the top, middle and bottom of chain link and including all cost of materials and applying a priming coat etc complete. BI01010001010000000000000515BI0100001169 24 sqm
38 2.17 4.3.3 : Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts BI01010001010000000000000515BI0100001170 2 sqm
39 2.18 4.2.3 : Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001171 0.9 cum
40 2.19 od1189/2020_2021 : Supplying and fixing cast iron make university emblem of size 0.45 x 0.75 m or nearest size including all cost of materials and fixing charges etc. as per direction of departmental officers. BI01010001010000000000000515BI0100001172 1925 kg
41 2.2 9.48.2 : Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc BI01010001010000000000000515BI0100001130 120 kg
42 2.21 13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work BI01010001010000000000000515BI0100001147 12 sqm
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