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Maintenance Of Puthanangadi Market Shop In Ward 11 Of Thanneermukkom Grama Panchayath, Thanneermukkom Grama Panchayath-Kerala

Local Self Government Department has published Maintenance Of Puthanangadi Market Shop In Ward 11 Of Thanneermukkom Grama Panchayath. Submission Date for this Tender is 31-10-2020. Building Repair Tenders in Thanneermukkom Grama Panchayath Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

25800685
Maintenance Of Puthanangadi Market Shop In Ward 11 Of Thanneermukkom Grama Panchayath
Open Tender
Indian
Kerala
Thanneermukkom Grama Panchayath
31-10-2020

Tender Details

Maintenance Of Puthanangadi Market Shop In Ward 11 Of Thanneermukkom Grama Panchayath

Key Value

Document Fees
INR 535 /-
EMD
INR 6690.0 /-
Tender Value
INR 2.67 Lakhs /-

BOQ Items

Work Name:Thanneermukkam G.P 2020-21Proj.No- 104/21Maintenance of Puthanangadi Market shop in ward No-11
Sl. No. Item Description Item Code / Make Quantity Units
1 1 MARKET MAINTENANCE(DSR) BI01010001010000000000000515BI0100001113
2 1.001 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) BI01010001010000000000000515BI0100001114 0.54 cum
3 1.002 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts BI01010001010000000000000515BI0100001115 7.2 sqm
4 1.003 15.28.2 : Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :Asbestos Sheet BI01010001010000000000000515BI0100001116 18 sqm
5 1.004 50.12.3.1 : Providing asbestos corrugated sheets roofing up to any pitch and fixing with polymer coated J,or L hooks, bolts and nuts 8 mm dia. G.I plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. BI01010001010000000000000515BI0100001117 18 sqm
6 1.005 11.20.4 : Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment BI01010001010000000000000515BI0100001118 58.012 sqm
7 1.006 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 BI01010001010000000000000515BI0100001119 310.71 kg
8 1.007 od692780/2020_2021 : Providing and fixing aluminium trafold sheet pre-coated (size, shape and pitch of corrugation as approved by Engineer-in-charge)0.45mm or nearest available thickness, total coated 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and thickness with zinc coating 120 grams per sqm as per IS: 277, in polyester top coat 15-18 microns, sheet should have protective guard film of 15 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12m metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with DPDM seal, complete up to any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required BI01010001010000000000000515BI0100001120 42.63 sqm
9 1.008 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 5.64 cum
10 1.009 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) BI01010001010000000000000515BI0100001122 0.432 cum
11 1.01 od693721/2020_2021 : Random rubble masonry with hard stone in foundation and plinth with<br>Cement mortar 1:6 (1 cement : 6 coarse sand) BI01010001010000000000000515BI0100001123 1.944 cum
12 1.011 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 0.576 cum
13 1.012 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 BI01010001010000000000000515BI0100001125 12.72 cum
14 1.013 od693764/2020_2021 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge BI01010001010000000000000515BI0100001126 5.744 cum
15 1.014 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete BI01010001010000000000000515BI0100001127 1.56 sqm
16 1.015 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers BI01010001010000000000000515BI0100001128 1.95 sqm
17 1.016 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). BI01010001010000000000000515BI0100001129 0.147 cum
18 1.017 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 54.225 kilogram
19 1.018 50.6.2.1 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete BI01010001010000000000000515BI0100001131 2.925 cum
20 1.019 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) BI01010001010000000000000515BI0100001132 65.7 sqm
21 1.02 11.3.1 : Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate BI01010001010000000000000515BI0100001133 23.65 sqm
22 1.021 13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) BI01010001010000000000000515BI0100001134 26.1 sqm
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