}

Kiifb Phase-Ii - Construction Of Crash Guard Rope Fencing In Vadakkanad Area ( 4 . 50 Km ) Under Kuppady Forest Station In Kurichiat Range Of Wayanad Wildlife Division, Vadakkanad area under Kurichiat Range-Kerala

Forest Department-FD has published Kiifb Phase-Ii - Construction Of Crash Guard Rope Fencing In Vadakkanad Area ( 4 . 50 Km ) Under Kuppady Forest Station In Kurichiat Range Of Wayanad Wildlife Division. Submission Date for this Tender is 15-03-2021. Ropes Tenders in Vadakkanad area under Kurichiat Range Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

27145495
Kiifb Phase-Ii - Construction Of Crash Guard Rope Fencing In Vadakkanad Area ( 4 . 50 Km ) Under Kuppady Forest Station In Kurichiat Range Of Wayanad Wildlife Division
Open Tender
Indian
Kerala
Vadakkanad area under Kurichiat Range
15-03-2021

Tender Details

Kiifb Phase-Ii - Construction Of Crash Guard Rope Fencing In Vadakkanad Area ( 4 . 50 Km ) Under Kuppady Forest Station In Kurichiat Range Of Wayanad Wildlife Division

Key Value

Document Fees
INR 7500 /-
EMD
INR 100000.0 /-
Tender Value
Refer document

BOQ Items

Work Name : ESTIMATE FOR THE COST OF CONSTRUCTION OF CRASH GUARD ROPE FENCE IN VADAKKANAD AREA UNDER KUPPADY FOREST STATION IN KURICHIAT RANGE DURING 2020-21
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Fencing at VADAKKANAD-4500m 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 18000 sqm
3 1.02 2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil BI01010001010000000000000515BI0100001115 13500 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 581.347 cum
5 1.04 60.5.3 : DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout( 0.50kg/each) etc complete BI01010001010000000000000515BI0100001117 15 each
6 1.05 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 BI01010001010000000000000515BI0100001118 29.376 cum
7 1.06 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 BI01010001010000000000000515BI0100001119 129.567 cum
8 1.07 5.34.1 : Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum). BI01010001010000000000000515BI0100001120 129.567 cum
9 1.08 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 BI01010001010000000000000515BI0100001121 42660 kilogram
10 1.09 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts BI01010001010000000000000515BI0100001122 636.3 sqm
11 1.1 od282394/2020_2021 : Carriage of Heavy materials where each piece or bundle, crate or case weighs more than one<br>tonne and R.C.C., C.I. and concrete Pillars or pipes. BI01010001010000000000000515BI0100001123 323.918 tonne
12 1.11 od282447/2020_2021 : Distribution and erection charges for RCC pillars using crane machinery (8 hrs of crane per day will install 10 intermediate posts or 5 Anchor posts BI01010001010000000000000515BI0100001124 25 Day
13 1.12 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 BI01010001010000000000000515BI0100001125 218.249 cum
14 1.13 19.35.2 : Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including\ncollars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2\n(1 cement : 2 fine sand) including testing of joints etc. complete.600 mm dia RCC pipes. BI01010001010000000000000515BI0100001126 18 metre
15 1.14 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. BI01010001010000000000000515BI0100001127 364.881 cum
16 1.15 18.7.6 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall50 mm nominal outer dia pipes BI01010001010000000000000515BI0100001128 351.75 metre
17 1.16 od277257/2020_2021 : :Providing and fixing ISMC series channel vertical post, 150 x 75 x 5 mm spaced 4/4.5 m<br>centre to centre, 4 m high, 1 m below ground/road level, all steel parts and fitments to be galvanised by hot<br>dip process, all fittings to conform to IS:1367 and IS:1364 BI01010001010000000000000515BI0100001129 34596.2 kg
18 1.17 od277258/2020_2021 : :Wire rope placed in either side of collapsed anchor hook on either side with the help of<br>tighter assembly fixed in concrete block including the cost of jointing the ropes using 16 mm dia BI01010001010000000000000515BI0100001130 13500 metre
19 1.18 od277259/2020_2021 : :Wire rope placed in either side of collapsed anchor hook on either side with the help of<br>tighter assembly fixed in concrete block including the cost of jointing the ropes using 12 mm dia BI01010001010000000000000515BI0100001131 607.5 metre
20 1.19 od277260/2020_2021 : :Wire rope placed in either side of collapsed anchor hook on either side with the help of<br>tighter assembly fixed in concrete block including the cost of jointing the ropes using 6 mm dia BI01010001010000000000000515BI0100001132 16290 metre
21 1.2 od277261/2020_2021 : :Providing and fixing tighter assembly including tighter,U clamp,Nut and bolts,Stell<br>plates,pulley,brass bushes on both end sides , sleeves and other accessories,etc complete.(for 16mm rope) BI01010001010000000000000515BI0100001133 114 each
22 1.21 od277262/2020_2021 : :Providing and fixing tighter assembly including tighter,U clamp,Nut and bolts,Stell<br>plates,pulley,brass bushes on both end sides , sleeves and other accessories,etc complete.(for 6mm rope) BI01010001010000000000000515BI0100001134 76 each
23 1.22 od277263/2020_2021 : :Providing and fixing tighter assembly including tighter,U clamp,Nut and bolts,Stell<br>plates,pulley,brass bushes on both end sides , sleeves and other accessories,etc complete.(for 12mm rope) BI01010001010000000000000515BI0100001135 135 each
24 1.23 od277264/2020_2021 : :Providing and fixing U clamp for holding 8mm vertical bar on steel wire<br>rope.intermediate portion BI01010001010000000000000515BI0100001136 13500 each
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