Dp Kkd 2019-20 Manjeri Kuzhichalil Bhagam Dws Cheruvannur Dwss
Tender Value
17.85 Lakhs
Estimated cost
Bid Submission
11 Mar 2020
0 days left
EMD
44700
Bank guarantee accepted
Document Fee
2625
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Cheruvannur → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Dp Kkd 2019-20 Manjeri Kuzhichalil Bhagam Dws Cheruvannur Dwss
BOQ
| Work Name:DP KKD 2019-20 Manjeri kuzhichalil bhagam DWS Cheruvannur (489/20) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 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 | 237.667 | cum |
| 3 | 1.002 | 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 | BI01010001010000000000000515BI0100001115 | 39.612 | cum |
| 4 | 1.003 | od285451/2019_2020 : Extra for every additional lift 1.5 m or part there of in excavation/banking excavated or stacked materials. All kinds of soil (FOR DEPTH 3M TO 4.50M-RATE IS 2 TIMES RATE OF DAR 2.26.1) | BI01010001010000000000000515BI0100001116 | 39.612 | cum |
| 5 | 1.004 | od285452/2019_2020 : Extra for every additional lift 1.5 m or part there of in excavation/banking excavated or stacked materials. All kinds of soil (FOR DEPTH 4.5 M TO 6 M-RATE IS 3 TIMES RATE OF DAR 2.26.1) | BI01010001010000000000000515BI0100001117 | 39.612 | cum |
| 6 | 1.005 | od285453/2019_2020 : Extra for every additional lift 1.5 m or part there of in excavation/banking excavated or stacked materials. All kinds of soil (FOR DEPTH 6 M TO 7.5 M-RATE IS 4 TIMES RATE OF DAR 2.26.1) | BI01010001010000000000000515BI0100001118 | 39.612 | cum |
| 7 | 1.006 | od285454/2019_2020 : Extra for every additional lift 1.5 m or part there of in excavation/banking excavated or stacked materials. All kinds of soil (FOR DEPTH 7.5 M TO 9.0 M-RATE IS 5 TIMES RATE OF DAR 2.26.1) | BI01010001010000000000000515BI0100001119 | 39.612 | cum |
| 8 | 1.007 | od285457/2019_2020 : Extra rates for quantities of works, executed <br>In or under water and/or liquid mud, including pumping out water as required (IN ALL KIND OF SOIL 20% of rate of DAR 2.6.1) | BI01010001010000000000000515BI0100001120 | 79.223 | cum |
| 9 | 1.008 | 50.5.7 : Reinforced cement concrete work in well-staining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1. 5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001121 | 31.434 | cum |
| 10 | 1.009 | 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 | BI01010001010000000000000515BI0100001122 | 4360.73 | kilogram |
| 11 | 1.01 | 5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining | BI01010001010000000000000515BI0100001123 | 274.124 | sqm |
| 12 | 1.011 | 50.6.7.1 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | BI01010001010000000000000515BI0100001124 | 13.174 | cum |
| 13 | 1.012 | 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 | BI01010001010000000000000515BI0100001125 | 15 | hour |
| 14 | 1.013 | 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001126 | 32.946 | sqm |
| 15 | 1.014 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001127 | 149.713 | sqm |
| 16 | 1.015 | 10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | BI01010001010000000000000515BI0100001128 | 692.049 | kg |
| 17 | 1.016 | 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 | BI01010001010000000000000515BI0100001129 | 43.318 | sqm |
| 18 | 1.017 | 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 | BI01010001010000000000000515BI0100001130 | 29.019 | cum |
| 19 | 1.018 | 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) | BI01010001010000000000000515BI0100001131 | 2.366 | cum |
| 20 | 1.019 | 50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | BI01010001010000000000000515BI0100001132 | 0.912 | cum |
| 21 | 1.02 | 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 | BI01010001010000000000000515BI0100001133 | 8.654 | cum |
| 22 | 1.021 | 5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001134 | 9.864 | cum |
| 23 | 1.022 | 5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001135 | 4.464 | cum |
| 24 | 1.023 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001136 | 18.4 | sqm |
| 25 | 1.024 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001137 | 31.2 | sqm |
| 26 | 1.025 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001138 | 20.401 | sqm |
| 27 | 1.026 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001139 | 68.242 | sqm |
| 28 | 1.027 | 13.28.4 : 12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand) :Moulded Band | BI01010001010000000000000515BI0100001140 | 60 | per meter per cm |
| 29 | 1.028 | 10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001141 | 210 | kg |
| 30 | 1.029 | 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | BI01010001010000000000000515BI0100001142 | 160 | sqm |
| 31 | 1.03 | od285487/2019_2020 : Roofing with G.I hard colour powder coated traffold sheets 0.35mm thick or nearest available thickness with overlaps of 150mm at ends and G.I hook or crank C.I bolt and nuts including plain washers and bitumen washers etc,complete. | BI01010001010000000000000515BI0100001143 | 27 | sqm |
| 32 | 1.031 | 12.4.2 : Providing ridges or hips width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m2 | BI01010001010000000000000515BI0100001144 | 5 | metre |
| 33 | 1.032 | 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 | BI01010001010000000000000515BI0100001145 | 1.944 | cum |
| 34 | 1.033 | 11.3.1 : Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate | BI01010001010000000000000515BI0100001146 | 2.79 | sqm |
| 35 | 1.034 | od322153/2019_2020 : 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 junction and corners , all necessary fittings complete , including applying a priming coat of approved steel primer | BI01010001010000000000000515BI0100001147 | 52.5 | kg |
| 36 | 1.035 | od322254/2019_2020 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:<br>All kinds of soil<br>Pipes, cables etc, not exceeding 80 mm dia (MODIFIED ITEM 2.10.1.1) | BI01010001010000000000000515BI0100001148 | 497.071 | cum |
| 37 | 1.036 | od322282/2019_2020 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 10 Kgf/ cm2 (MODIFIED 50.18.9.8.1 WITHOUT TRENCHING AND REFILLING) | BI01010001010000000000000515BI0100001149 | 308 | metre |
| 38 | 1.037 | od322289/2019_2020 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2(MODIFIED 50.18.9.7.1 WITHOUT TRENCHING AND REFILLING) | BI01010001010000000000000515BI0100001150 | 600 | metre |
| 39 | 1.038 | od328543/2019_2020 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2(MODIFIED 50.18.9.6.2 WITHOUT TRENCHING AND REFILLING) | BI01010001010000000000000515BI0100001151 | 100 | metre |
| 40 | 1.039 | od328548/2019_2020 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints compete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2(MODIFIED 50.18.9.5.2 WITH OUT TRENCHING AND REFILLING) | BI01010001010000000000000515BI0100001152 | 100 | metre |
| 41 | 1.04 | od328550/2019_2020 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2 (MODIFIED 50.18.9.4.1 WITHOUT TRENCHING AND CUTTING) | BI01010001010000000000000515BI0100001153 | 300 | metre |
| 42 | 1.041 | od328551/2019_2020 : Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2(MODIFIED 50.18.9.3.2 WITHOUT TRENCHING AND FILLING) | BI01010001010000000000000515BI0100001154 | 105 | metre |
| 43 | 1.042 | od285501/2019_2020 : Providing and fixing metal name board with M.S sheet and angle for post etc erected in concrete of CC 1:2:4 | BI01010001010000000000000515BI0100001155 | 1 | each |
AI Tender Summary
Tender Timeline
Mar 04, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 11, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 13, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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