Puthuppally Gp Plan 2019-20 (Pr No108 )Govt Up School Pariyaram Improvement Wd 11
Tender Value
11.05 Lakhs
Estimated cost
Bid Submission
25 Nov 2019
0 days left
EMD
27625
Bank guarantee accepted
Document Fee
2476
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Puthuppally → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Puthuppally Gp Plan 2019-20 ( Pr No108 ) Govt Up School Pariyaram Improvement Wd 11
BOQ
| Work Name:Puthuppally gp plan 2019-20 (Pr No108 )Govt UP School Pariyaram Improvement wd 11 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | maintenance of school | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 15.31 : Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | BI01010001010000000000000515BI0100001114 | 206.686 | sqm |
| 3 | 1.002 | 15.9.1 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortor | BI01010001010000000000000515BI0100001115 | 2.268 | cum |
| 4 | 1.003 | 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 | BI01010001010000000000000515BI0100001116 | 15.168 | cum |
| 5 | 1.004 | 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) | BI01010001010000000000000515BI0100001117 | 1.176 | cum |
| 6 | 1.005 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001118 | 33.864 | sqm |
| 7 | 1.006 | 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 | BI01010001010000000000000515BI0100001119 | 4.536 | cum |
| 8 | 1.007 | 50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm 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 | BI01010001010000000000000515BI0100001120 | 12.771 | cum |
| 9 | 1.008 | 50.6.3.1 : Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete | BI01010001010000000000000515BI0100001121 | 3.465 | cum |
| 10 | 1.009 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001122 | 283.95 | sqm |
| 11 | 1.01 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001123 | 175.128 | sqm |
| 12 | 1.011 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001124 | 54.12 | sqm |
| 13 | 1.012 | 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) | BI01010001010000000000000515BI0100001125 | 1.242 | cum |
| 14 | 1.013 | 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 | 28.749 | cum |
| 15 | 1.014 | 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 | BI01010001010000000000000515BI0100001127 | 2184.8 | kilogram |
| 16 | 1.015 | 50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | BI01010001010000000000000515BI0100001128 | 200 | kg |
| 17 | 1.016 | 50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | BI01010001010000000000000515BI0100001129 | 205.98 | sqm |
| 18 | 1.017 | 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | BI01010001010000000000000515BI0100001130 | 489.93 | sqm |
| 19 | 1.018 | 50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | BI01010001010000000000000515BI0100001131 | 93.46 | kg |
| 20 | 1.019 | od362711/2019_2020 : Providing and fixing aluminium Traford sheet pre coated (size, shape and pitch of corrugation as approved by engineer in charge) .45mm or nearest avalible thicness , totalcoated 240 mpa steel grade ,5-7 microns epoxy primer on both sides of the sheet and thickness with zinc coating 120 grams per sqm aas per IS 277, inpolyster top coat 15-18 microns. sheet should have protective guard film of 25microns minium to avoid scratches during transportation and should be supplies in tsingle length upto 12metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of puirlings rafters and trusses and including cutting size and shape wherever required | BI01010001010000000000000515BI0100001132 | 20.8 | sqm |
AI Tender Summary
Tender Timeline
Nov 15, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 25, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 28, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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