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.
Work Name:DP KKD 2019-20 Keezhparambil purayil DWS - Well construction in Madavoor pt (1064/20) | |||||
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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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