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Tender For Dp Kkd 2019-20 Keezhparambil Purayil Dws - Well Construction In Madavoor Pt Dws, Madavoor-Kerala

Local Self Government Department has published Tender For Dp Kkd 2019-20 Keezhparambil Purayil Dws - Well Construction In Madavoor Pt Dws. Submission Date for this Tender is 07-02-2020. Water Wells Tenders in Madavoor Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

23415729
Tender For Dp Kkd 2019-20 Keezhparambil Purayil Dws - Well Construction In Madavoor Pt Dws
Open Tender
Indian
Kerala
Madavoor
07-02-2020

Tender Details

tender for Dp Kkd 2019-20 Keezhparambil Purayil Dws - Well Construction In Madavoor Pt Dws

Key Value

Document Fees
INR 1880 /-
EMD
INR 22200.0 /-
Tender Value
INR 8.92 Lakhs /-

BOQ Items

Work Name:DP KKD 2019-20 Keezhparambil purayil DWS - Well construction in Madavoor pt (1064/20)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Well BI01010001010000000000000515BI0100001113
2 1.001 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 BI01010001010000000000000515BI0100001114 30.627 cum
3 1.002 od338573/2019_2020 : Earth work in excavation by mechanical means(Hydraulic excavator)manual means over areas(exceeding 30cm in depth,1.5m in width as well as 1sqm on plan)including desposal of excavated earth,lea up to50m and lift up to 1.50m,disposed earth to be levelled and neatly dressed for first depth after initial depth(1.5m to 3.00m)All kinds of soil. BI01010001010000000000000515BI0100001115 30.627 cum
4 1.003 od338569/2019_2020 : Extra for every additional lift 1.5m or part there of in excavation or banking excavater or stacked materials.all kinds of soil (foe depth 3m to 4.5m-rate is two times of rate of DAR 2.26.1) BI01010001010000000000000515BI0100001116 30.627 cum
5 1.004 od338641/2019_2020 : Extra for every additional lift 1.5m or part there of in excavation or banking excavater or stacked materials.all kinds of soil (for depth 4.5m to 6m-rate is three times of rate of DAR 2.26.1) BI01010001010000000000000515BI0100001117 30.627 cum
6 1.005 od338648/2019_2020 : Extra for every additional lift 1.5m or part there of in excavation or banking excavater or stacked materials.all kinds of soil (for depth 6m to 7.5m-rate is four times of rate of DAR 2.26.1) BI01010001010000000000000515BI0100001118 30.627 cum
7 1.006 5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining BI01010001010000000000000515BI0100001119 235.329 sqm
8 1.007 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts BI01010001010000000000000515BI0100001120 14.4 sqm
9 1.008 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) BI01010001010000000000000515BI0100001121 26.512 cum
10 1.009 5.22.1 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars BI01010001010000000000000515BI0100001122 2783.76 kg
11 1.01 od338923/2019_2020 : Well steining:-Laterite masonry with neatly dressed laterite masonry stone of size 40*20*15cm or nearest size inCM 1:6 for foundation and basement including all cost of materials,labour charges etc.completed(MODIFIED OD50.6.7.1) BI01010001010000000000000515BI0100001123 21.702 cum
12 1.011 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 BI01010001010000000000000515BI0100001124 240 hour
13 2 Pump House BI01010001010000000000000515BI0100001125
14 2.001 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 BI01010001010000000000000515BI0100001126 2.016 cum
15 2.002 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 BI01010001010000000000000515BI0100001127 2.016 cum
16 2.003 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) BI01010001010000000000000515BI0100001128 1.134 cum
17 2.004 50.6.1.8 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm 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 BI01010001010000000000000515BI0100001129 2.352 cum
18 2.005 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) BI01010001010000000000000515BI0100001130 0.108 cum
19 2.006 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) BI01010001010000000000000515BI0100001131 25.2 sqm
20 2.007 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer BI01010001010000000000000515BI0100001132 25.2 sqm
21 2.008 13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work BI01010001010000000000000515BI0100001133 25.2 sqm
22 2.009 10.5.2 : Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece BI01010001010000000000000515BI0100001134 1.68 sqm
23 2.01 od461526/2019_2020 : Providing and fixing 0.35mm or nearest size thick powder coated GI traffold sheet of good quality up to any pitch including fixing J or L hooks.bolts and nuts etc complete. 12.1 modified BI01010001010000000000000515BI0100001135 10.89 sqm
24 2.011 10.16.2 : 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 seamless type tubes BI01010001010000000000000515BI0100001136 63.264 kg
25 3 Pumping Main BI01010001010000000000000515BI0100001137
26 3.001 od461626/2019_2020 : Providing and fixing PVC pipes includings of pipes with one step pvc solvent cement,trenching ,refilling & testing of joints complete as per direction as per direction of Engineer in charge.63 mm dia 10kgf/cm2 (Modified 50.18.9.8.1) BI01010001010000000000000515BI0100001138 160 metre
27 3.002 od461754/2019_2020 : Excavating trenches for required width for pipes cables etc including excavation for sockets,dressing of sides ramming of bottoms depth upto 1.50m including getting out the excavated soil and the returning the soil as required the layers not exceding 20 cm in depth,including consolidating each deposited layers by ramming watering etc and depositing of surplus excavated soil as directed,within a lead of 50.All kinds of soil for pipes,cable etc,not exceeding 80mm dia (Modified item 2.10.1.1) BI01010001010000000000000515BI0100001139 48 cum
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