Idukki Dp Works 2019 - 20 - Ayyappankovil Gp - Parekkunnelpadi Jashechana Padhathi ( 254/20 ) Multi Year
Tender Value
17.85 Lakhs
Estimated cost
Bid Submission
10 Jan 2020
0 days left
EMD
44600
Bank guarantee accepted
Document Fee
2800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ayyappankovil → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Idukki Dp Works 2019 - 20 - Ayyappankovil Gp - Parekkunnelpadi Jashechana Padhathi ( 254/20 ) Multi Year
BOQ
| Work Name:DP works 2019 - 20 - Ayyappankovil GP - Parekkunnelpadi Jashechana Padhathi ( 254/20) Multi year. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | CONSTRUCTION OF OPEN 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 | 376.8 | 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 | 301.44 | cum |
| 4 | 1.003 | 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) | BI01010001010000000000000515BI0100001116 | 45.556 | cum |
| 5 | 1.004 | 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 | BI01010001010000000000000515BI0100001117 | 2277.76 | kilogram |
| 6 | 1.005 | 5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining | BI01010001010000000000000515BI0100001118 | 455.552 | sqm |
| 7 | 1.006 | 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 | BI01010001010000000000000515BI0100001119 | 150 | hour |
| 8 | 2 | appendix b pump house | BI01010001010000000000000515BI0100001120 | ||
| 9 | 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 | BI01010001010000000000000515BI0100001121 | 1.95 | cum |
| 10 | 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 | BI01010001010000000000000515BI0100001122 | 1.95 | cum |
| 11 | 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) | BI01010001010000000000000515BI0100001123 | 1.053 | cum |
| 12 | 2.004 | 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) | BI01010001010000000000000515BI0100001124 | 0.527 | cum |
| 13 | 2.005 | 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 | BI01010001010000000000000515BI0100001125 | 3.042 | cum |
| 14 | 2.006 | 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). | BI01010001010000000000000515BI0100001126 | 0.906 | cum |
| 15 | 2.007 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001127 | 2.34 | sqm |
| 16 | 2.008 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001128 | 2.34 | sqm |
| 17 | 2.009 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001129 | 3.24 | sqm |
| 18 | 2.01 | 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 | BI01010001010000000000000515BI0100001130 | 100.56 | kilogram |
| 19 | 2.011 | 50.9.6.1 : Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Using Anjili wood / jack wood 30 mm thick shutters | BI01010001010000000000000515BI0100001131 | 0.28 | sqm |
| 20 | 2.012 | od291228/2019_2020 : RCC VENTILATOR FRAM .90X0.45 | BI01010001010000000000000515BI0100001132 | 1 | each |
| 21 | 2.013 | od291229/2019_2020 : supplying and fixing rcc doorframe 900x210 | BI01010001010000000000000515BI0100001133 | 1 | each |
| 22 | 2.014 | 13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001134 | 18.721 | sqm |
| 23 | 2.015 | 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001135 | 7.291 | sqm |
| 24 | 2.016 | od291248/2019_2020 : supplying fabricating 25mm thick factory made solid panel PVC door with frame locally available best quality including cost of all fittings labour charges, | BI01010001010000000000000515BI0100001136 | 1.6 | sqm |
| 25 | 3 | appendix c | BI01010001010000000000000515BI0100001137 | ||
| 26 | 3.001 | od291032/2019_2020 : supplying and fixing 7.5 hp stage pump motor including all fittings labour charges etc | BI01010001010000000000000515BI0100001138 | 1 | each |
| 27 | 3.002 | od291042/2019_2020 : Supplying and fixing three phase connection and panel board | BI01010001010000000000000515BI0100001139 | 1 | each |
| 28 | 3.003 | od291284/2019_2020 : supplying and fixing starter for three phase connection for using stage pump | BI01010001010000000000000515BI0100001140 | 1 | each |
| 29 | 3.004 | 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 | BI01010001010000000000000515BI0100001141 | 577.064 | kg |
| 30 | 3.005 | 50.18.9.16.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10Kgf/cm2 - External work - Exposed on wall | BI01010001010000000000000515BI0100001142 | 448 | metre |
| 31 | 3.006 | 18.17.4 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore | BI01010001010000000000000515BI0100001143 | 1 | each |
| 32 | 3.007 | 18.19.4.2 : Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal boreVertical | BI01010001010000000000000515BI0100001144 | 3 | each |
| 33 | 3.008 | 18.12.6 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore | BI01010001010000000000000515BI0100001145 | 400 | metre |
| 34 | 3.009 | od291320/2019_2020 : kseb ls estimate | BI01010001010000000000000515BI0100001146 | 1 | each |
| 35 | 4 | Appendix D Water Tank | BI01010001010000000000000515BI0100001147 | ||
| 36 | 4.001 | 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 | BI01010001010000000000000515BI0100001148 | 6.105 | cum |
| 37 | 4.002 | 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 | BI01010001010000000000000515BI0100001149 | 6.105 | cum |
| 38 | 4.003 | 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) | BI01010001010000000000000515BI0100001150 | 17.31 | cum |
| 39 | 4.004 | 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 | BI01010001010000000000000515BI0100001151 | 0.962 | cum |
| 40 | 4.005 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001152 | 1.099 | sqm |
| 41 | 4.006 | 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 | BI01010001010000000000000515BI0100001153 | 0.962 | kilogram |
| 42 | 4.007 | 18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | BI01010001010000000000000515BI0100001154 | 10000 | Litre |
AI Tender Summary
Tender Timeline
Jan 01, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 10, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 15, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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