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Tender For Infrastructure Management For Phc161/21 Velom Gp, VELOM GRAMA PANCHAYATH-Kerala

Grama Panchayat has published Tender For Infrastructure Management For Phc161/21 Velom Gp. Submission Date for this Tender is 22-10-2020. Infrastructure Work Tenders in VELOM GRAMA PANCHAYATH Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

25727622
Tender For Infrastructure Management For Phc161/21 Velom Gp
Open Tender
Indian
Kerala
VELOM GRAMA PANCHAYATH
22-10-2020

Tender Details

Tender For Infrastructure Management For Phc161 / 21 Velom Gp

Key Value

Document Fees
INR 2800 /-
EMD
INR 33354.0 /-
Tender Value
INR 13.34 Lakhs /-

BOQ Items

Work Name:infrastructure management for phc 161/21 velom gp
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Roof work BI01010001010000000000000515BI0100001113
2 1.001 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 BI01010001010000000000000515BI0100001114 2825.93 kg
3 1.002 12.1.3 : Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets 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.0.63 mm thick with zinc coating not less than 275 gm/m2 BI01010001010000000000000515BI0100001115 335.08 sqm
4 1.003 od921190/2020_2021 : Providing and fixing 125mmPVC eve gutter fixing in MS flat fabricated in semi cercular<br>shape and screwed to fix including all cost conveyances and labour charges etc. BI01010001010000000000000515BI0100001116 66 metre
5 1.004 od921186/2020_2021 : Providing and fixing 125mmPVC end stoppers including all cost,conveyance and<br>labour charges etc.complete BI01010001010000000000000515BI0100001117 12 each
6 1.005 15.28.1 : Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet BI01010001010000000000000515BI0100001118 83.2 sqm
7 1.006 od956906/2020_2021 : Providing and fixing 75mm PVC down pipe including alla cost and conveyanvce of all materials and labour charges" BI01010001010000000000000515BI0100001119 56 metre
8 1.007 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 BI01010001010000000000000515BI0100001120 5.184 cum
9 1.008 50.2.25.1 : 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 BI01010001010000000000000515BI0100001121 155.816 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 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 BI01010001010000000000000515BI0100001123 1.296 cum
12 1.011 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) BI01010001010000000000000515BI0100001124 2.213 cum
13 1.012 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts BI01010001010000000000000515BI0100001125 4.238 sqm
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 0.5 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 1.082 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 4.5 sqm
17 1.016 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 BI01010001010000000000000515BI0100001129 146.062 kilogram
18 1.017 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 BI01010001010000000000000515BI0100001130 14.4 cum
19 1.018 od958774/2020_2021 : Demolishing Laterite work manually/by mechanical means including stacking of servicable material and disposal of unserviceble material within 50 metres lead as per direction of engineer -in charge.&lt;br&gt; In cement mortar. BI01010001010000000000000515BI0100001131 1.3 cum
20 1.019 50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. BI01010001010000000000000515BI0100001132 8.7 cum
21 1.02 4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001133 1.08 cum
22 1.021 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns BI01010001010000000000000515BI0100001134 3.6 sqm
23 1.022 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) BI01010001010000000000000515BI0100001135 59.36 sqm
24 1.023 11.41.2 : Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. BI01010001010000000000000515BI0100001136 27.5 sqm
25 1.024 14.43 : Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. BI01010001010000000000000515BI0100001137 714.4 sqm
26 1.025 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer BI01010001010000000000000515BI0100001138 928.2 sqm
27 1.026 13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work BI01010001010000000000000515BI0100001139 714.4 sqm
28 1.027 14.54.1 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to an give even shade:One or more coats on old work BI01010001010000000000000515BI0100001140 47.55 sqm
29 1.028 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) BI01010001010000000000000515BI0100001141 213.8 sqm
30 1.029 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 BI01010001010000000000000515BI0100001142 334.71 sqm
31 1.03 21.1.1.3 : Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPolyester powder coated aluminium ( minimum thickness of polyester powder coating 50 micron ) BI01010001010000000000000515BI0100001143 4.95 kg
32 1.031 21.1.2.3 : For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micorn) BI01010001010000000000000515BI0100001144 3.375 kg
33 1.032 21.3.1 : Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness BI01010001010000000000000515BI0100001145 2.25 sqm
34 1.033 50.9.6.1 : Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Using Anjili wood / jack wood 30 mm thick shutters BI01010001010000000000000515BI0100001146 2.04 sqm
35 1.034 13.62.1 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture . BI01010001010000000000000515BI0100001147 5.08 sqm
36 1.035 50.12.2.1 : Providing & fixing Poly carbonate corrugated sheet 0.8 mm thick as approved by the Engineer in charge and should be supplied in a single length of 12 M or as decide by the Engineer in charge. The sheets shall be fixed using self drilling / self tapping screw of size (5.5x55 mm) with EPDM seal complete upto any pitch in horizontal/ vertical/ curved surface, but excluding the cost of purlins, rafters, trusses, and including cutting to size shapes where ever required. BI01010001010000000000000515BI0100001148 11 sqm
37 1.036 16.68 : Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. BI01010001010000000000000515BI0100001149 142.2 sqm
38 1.037 od958851/2020_2021 : Supplyinhg and fixing in position of stainless steel letters (26 gauge) in malayalam/English of size 30-35 cm as per design BI01010001010000000000000515BI0100001150 30 each
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