Athirappilly Gp 2020-21_Renovation To Thavalakuzhipara Public Pond And Construction Of Public Well ( Proj . No . 226/21 ) Renovation To Thavalakuzhipara Public Pond And Construction Of Public Well
Tender Value
Ref. Documents
Estimated cost
Bid Submission
16 Nov 2020
0 days left
EMD
42700
Bank guarantee accepted
Document Fee
2825
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
ATHIRAPPILLY → Kerala
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Athirappilly Gp 2020-21_Renovation To Thavalakuzhipara Public Pond And Construction Of Public Well ( Proj . No . 226/21 ) Renovation To Thavalakuzhipara Public Pond And Construction Of Public Well
BOQ
| Work Name:ATHIRAPPILLY GP 2020-21_RENOVATION TO THAVALAKUZHIPARA PUBLIC POND AND CONSTRUCTION OF PUBLIC WELL (PROJ. NO. 226/21) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Renovation of Pond and Dismantling old damaged pumphouse | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 60.7.3 : DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | BI01010001010000000000000515BI0100001114 | 168.564 | cum |
| 3 | 1.002 | 15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | BI01010001010000000000000515BI0100001115 | 6.181 | cum |
| 4 | 1.003 | 15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix) | BI01010001010000000000000515BI0100001116 | 0.625 | cum |
| 5 | 1.004 | 15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | BI01010001010000000000000515BI0100001117 | 1.024 | cum |
| 6 | 1.005 | 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001118 | 72 | hour |
| 7 | 1.006 | 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 | BI01010001010000000000000515BI0100001119 | 189.344 | cum |
| 8 | 1.007 | 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 | BI01010001010000000000000515BI0100001120 | 168.896 | cum |
| 9 | 1.008 | od941785/2020_2021 : Extra for additional lift 3.00m to 4.50m (2nd Depth after initial depth) or part thereof in excavation/banking excavated or stacked materials.<br>All kinds of soil | BI01010001010000000000000515BI0100001121 | 20.448 | cum |
| 10 | 1.009 | 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 | 123.332 | cum |
| 11 | 1.01 | 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 | BI01010001010000000000000515BI0100001123 | 750.48 | kilogram |
| 12 | 1.011 | 4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | BI01010001010000000000000515BI0100001124 | 50.155 | sqm |
| 13 | 1.012 | 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001125 | 22.686 | cum |
| 14 | 1.013 | 13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | BI01010001010000000000000515BI0100001126 | 38.4 | sqm |
| 15 | 2 | Construction of Well | BI01010001010000000000000515BI0100001127 | ||
| 16 | 2.001 | 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 | BI01010001010000000000000515BI0100001128 | 85.016 | cum |
| 17 | 2.002 | 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 | BI01010001010000000000000515BI0100001129 | 17.004 | cum |
| 18 | 2.003 | od941785/2020_2021 : Extra for additional lift 3.00m to 4.50m (2nd Depth after initial depth) or part thereof in excavation/banking excavated or stacked materials.<br>All kinds of soil | BI01010001010000000000000515BI0100001130 | 17.004 | cum |
| 19 | 2.004 | od953742/2020_2021 : Extra for additional lift 4.50m to 6.00m (3rd Depth after initial depth) or part thereof in excavation/banking excavated or stacked materials.<br>Ordinary or hard rock | BI01010001010000000000000515BI0100001131 | 17.004 | cum |
| 20 | 2.005 | od941795/2020_2021 : Extra for additional lift 6.00 m to 7.50m (4th depth after initial depth) or part thereof in excavation/banking excavated or stacked materials.<br>Ordinary or hard rock | BI01010001010000000000000515BI0100001132 | 17.004 | cum |
| 21 | 2.006 | 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001133 | 72 | hour |
| 22 | 2.007 | 5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining | BI01010001010000000000000515BI0100001134 | 195.308 | sqm |
| 23 | 2.008 | 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 | BI01010001010000000000000515BI0100001135 | 536.176 | kilogram |
| 24 | 2.009 | 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 | BI01010001010000000000000515BI0100001136 | 15.321 | cum |
| 25 | 2.01 | 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 | BI01010001010000000000000515BI0100001137 | 170.031 | kg |
| 26 | 2.011 | 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 | BI01010001010000000000000515BI0100001138 | 11.336 | sqm |
| 27 | 3 | Construction of RCC OH Tank | BI01010001010000000000000515BI0100001139 | ||
| 28 | 3.001 | 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 | BI01010001010000000000000515BI0100001140 | 23.12 | cum |
| 29 | 3.002 | 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) | BI01010001010000000000000515BI0100001141 | 1.734 | cum |
| 30 | 3.003 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001142 | 6 | sqm |
| 31 | 3.004 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001143 | 33.72 | sqm |
| 32 | 3.005 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001144 | 32.34 | sqm |
| 33 | 3.006 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001145 | 92.8 | sqm |
| 34 | 3.007 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001146 | 41.85 | sqm |
| 35 | 3.008 | 5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide | BI01010001010000000000000515BI0100001147 | 43.6 | metre |
| 36 | 3.009 | 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 | BI01010001010000000000000515BI0100001148 | 2229.1 | kilogram |
| 37 | 3.01 | 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 | BI01010001010000000000000515BI0100001149 | 3.906 | cum |
| 38 | 3.011 | 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) | BI01010001010000000000000515BI0100001150 | 9.933 | cum |
| 39 | 3.012 | 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). | BI01010001010000000000000515BI0100001151 | 9.436 | cum |
| 40 | 3.013 | 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001152 | 198.086 | sqm |
| 41 | 3.014 | 51.13.21.1 : Water proof plastering with Cement Mortar 1:4 (1 cement : 4 fine sand) 12mm thick plaster finished with a floating coat of neat cement mixed with water proofing compound of approved make @ 2kg/m2 of mix floated hard and troweled smooth including all labour, material, conveyance charges etc complete. | BI01010001010000000000000515BI0100001153 | 40.25 | sqm |
| 42 | 3.015 | 13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | BI01010001010000000000000515BI0100001154 | 195.126 | sqm |
| 43 | 3.016 | 13.71 : Lettering with black Japan pint of approved brand and manufacture | BI01010001010000000000000515BI0100001155 | 800 | per Letter per cm height |
AI Tender Summary
Tender Timeline
Nov 09, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 18, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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