Jjm Pattazhy Vadakkekkara- Renovation Of Existing Glsr At Chelikkuzhy And Constructing Compound Wall Around Ohsr Of Manampuvila In Pattazhy Vadakkekkara Panchayath Jjm Pattazhy Vadakkekkara- Renovation Of Existing Glsr At Chelikkuzhy And Constructing Comp
Tender Value
21.17 Lakhs
Estimated cost
Bid Submission
13 Jun 2022
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
pattazhy → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Jjm Pattazhy Vadakkekkara- Renovation Of Existing Glsr At Chelikkuzhy And Constructing Compound Wall Around Ohsr Of Manampuvila In Pattazhy Vadakkekkara Panchayath Jjm Pattazhy Vadakkekkara- Renovation Of Existing Glsr At Chelikkuzhy And Constructing Compound Wall Around Ohsr Of Manampuvila In Pattazhy Vadakkekkara Panchayath
BOQ
| Sl. No. | Item Description |
| 1 | Maintenance of Existing GLSR at Chelikkuzhy |
| 2 | Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging)including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. Thecleaning shall consist following operations:-(i)Tank shall be emptied of water by pumping & bottom shall be cleaned of slit andother deposits.(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc.and pressure washed with water.(iii) Chlorination of RCC internal surface by liquid chlorine.(iv) The treated surface shall be dried using air jetting and all loose particles shall beremoval from the surface.(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction ofEngineer-in-Charge. |
| 3 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 4 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 5 | Steel weld mesh for mance: of R.C.C work including straightening, cutting, bending, placing in position and binding all complete |
| 6 | Providing and laying in position cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) up to floor five level excluding the cost of centering, shuttering, finishing for leveling coarse of floor and roof etc. |
| 7 | Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum). |
| 8 | Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 9 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 10 | 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) |
| 11 | 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 |
| 12 | 12 mm cement plaster finished with a floating coat of neat cement of mix: |
| 13 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 14 | PU Grouting by fixing injection ports .Pump the grout through the injection packers at prescribed pressure . Remove injection packers after the grout has fully cured |
| 15 | Pressure grouting by injecting cement slurry with admixture using 40psa handpump and 12mm PVC nozzle |
| 16 | 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. |
| 17 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. |
| 18 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade.Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 19 | Providing GI gate using 40mm GI pipe for frame work and 16mm MS rod for grilling including cost of materials, labour charges for fabrication work, welding charges, cost of locking arrangement, cost of of concrete for fixing the gate, conveyance charges etc. complete as per the direction of deptl: officers. |
| 20 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 21 | Lettering with black Japan pint of approved brand and manufacture |
| 22 | Providing suitable size Level Indicator on OHBR etc complete as per direction |
| 23 | Supplying, conveying and providing 100mm S.C.I S&S, vent pipe etc complete as per direction |
| 24 | Providing proper ventilation, air circulation arrangements, lighting including hire charges of generator, fuel, lubricant and all labour charges etc complete as per direction of deptl:officers. |
| 25 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge.The elevational area of the scaffolding shall be measured for payment purpose.The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done . |
| 26 | APPENDIX B - Construction of compound wall around the OHSR at Manampuvila |
| 27 | 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 |
| 28 | 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) |
| 29 | 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: |
| 30 | Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. |
| 31 | 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) |
| 32 | Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 33 | 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 |
| 34 | 12 mm cement plaster of mix: |
| 35 | Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade: |
| 36 | Providing GI gate using 40mm GI pipe for frame work and 16mm MS rod for grilling including cost of materials, labour charges for fabrication work, welding charges, cost of locking arrangement, cost of of concrete for fixing the gate, conveyance charges etc. complete as per the direction of deptl: officers. |
| 37 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
AI Tender Summary
Tender Timeline
Jun 07, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJun 13, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 15, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender