Renovation Of Quarters In Devikulam Chc Quarters Renovation
Tender Value
4.44 Lakhs
Estimated cost
Bid Submission
11 Mar 2020
0 days left
EMD
12500
Bank guarantee accepted
Document Fee
1120
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
DEVIKULAM → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Renovation Of Quarters In Devikulam Chc Quarters Renovation
BOQ
| Work Name:P. no.203/19-20 Devikulam BP Plan work :Renovation of quarters in Devikulam CHC | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Maintenance to Building | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 15.28.1 : Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | BI01010001010000000000000515BI0100001114 | 135.85 | sqm |
| 3 | 1.002 | 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. | BI01010001010000000000000515BI0100001115 | 223.4 | kg |
| 4 | 1.003 | 10.26.1 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube | BI01010001010000000000000515BI0100001116 | 100 | kg |
| 5 | 1.004 | od517126/2019_2020 : Roofing with GI trafford profile sheet .35mm thick powder coated with overlaps of 150mm at ends and SS screws including plain washers and bitumen washers etc complete | BI01010001010000000000000515BI0100001117 | 135.85 | sqm |
| 6 | 1.005 | 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 | BI01010001010000000000000515BI0100001118 | 11 | metre |
| 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 | 47.06 | cum |
| 8 | 1.007 | 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 | BI01010001010000000000000515BI0100001120 | 6 | cum |
| 9 | 1.008 | 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) | BI01010001010000000000000515BI0100001121 | 2.304 | cum |
| 10 | 1.009 | 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) | BI01010001010000000000000515BI0100001122 | 1.25 | cum |
| 11 | 1.01 | 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) | BI01010001010000000000000515BI0100001123 | 8.435 | cum |
| 12 | 1.011 | 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. | BI01010001010000000000000515BI0100001124 | 51.3 | sqm |
| 13 | 1.012 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001125 | 15.8 | sqm |
| 14 | 1.013 | 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 | BI01010001010000000000000515BI0100001126 | 674.8 | kilogram |
| 15 | 1.014 | 14.1.1 : Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand) | BI01010001010000000000000515BI0100001127 | 7.75 | sqm |
| 16 | 1.015 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001128 | 36 | sqm |
| 17 | 1.016 | 10.5.1 : 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 M.S. angels 40x40x6 mm for diagonal braces | BI01010001010000000000000515BI0100001129 | 2.1 | sqm |
| 18 | 1.017 | 13.44.1 : Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) | BI01010001010000000000000515BI0100001130 | 632.518 | sqm |
| 19 | 1.018 | 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 | BI01010001010000000000000515BI0100001131 | 140.253 | sqm |
| 20 | 1.019 | 50.18.9.19.1 : Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall | BI01010001010000000000000515BI0100001132 | 25 | metre |
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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