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Ckgm Govt College Perambra - Construction Of Foot Overbridgeconnecting Mainblock And Pg Block Construction, PERAMBRA-Kerala

Public Works Department-PWD has published Ckgm Govt College Perambra - Construction Of Foot Overbridgeconnecting Mainblock And Pg Block Construction. Submission Date for this Tender is 29-10-2020. Foot Over Bridge Tenders in PERAMBRA Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

25786493
Ckgm Govt College Perambra - Construction Of Foot Overbridgeconnecting Mainblock And Pg Block Construction
Open Tender
Indian
Kerala
PERAMBRA
29-10-2020

Tender Details

Ckgm Govt College Perambra - Construction Of Foot Overbridgeconnecting Mainblock And Pg Block Construction

Key Value

Document Fees
INR 2760 /-
EMD
INR 35261.0 /-
Tender Value
INR 14.10 Lakhs /-

BOQ Items

Work Name:CKGM Govt College Perambra - Construction of foot overbridge connecting Mainblock and PG block
Sl. No. Item Description Item Code / Make Quantity Units
1 1 construction of foot bridge connecting Main block and PG block BI01010001010000000000000515BI0100001113
2 1.01 2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. BI01010001010000000000000515BI0100001114 30 sqm
3 1.02 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 BI01010001010000000000000515BI0100001115 274.8 cum
4 1.03 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) BI01010001010000000000000515BI0100001116 6.2 cum
5 1.04 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete BI01010001010000000000000515BI0100001117 42.6 sqm
6 1.05 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 BI01010001010000000000000515BI0100001118 14.32 cum
7 1.06 2.25 : Filling available excavated 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.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. BI01010001010000000000000515BI0100001119 27.68 cum
8 1.07 4.3.3 : Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts BI01010001010000000000000515BI0100001120 76.32 sqm
9 1.08 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) BI01010001010000000000000515BI0100001121 6.016 cum
10 1.09 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).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). BI01010001010000000000000515BI0100001122 15.784 cum
11 1.1 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform BI01010001010000000000000515BI0100001123 45.32 sqm
12 1.11 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers BI01010001010000000000000515BI0100001124 48.58 sqm
13 1.12 5.9.7 : Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) BI01010001010000000000000515BI0100001125 19.8 sqm
14 1.13 50.6.1.8 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete BI01010001010000000000000515BI0100001126 3.78 cum
15 1.14 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 4048 kilogram
16 1.15 16.70.2 : Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade BI01010001010000000000000515BI0100001128 52.8 sqm
17 1.16 10.16.1 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes BI01010001010000000000000515BI0100001129 993.204 kg
18 1.17 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) BI01010001010000000000000515BI0100001130 218.5 sqm
19 1.18 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer BI01010001010000000000000515BI0100001131 218.5 sqm
20 1.19 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 BI01010001010000000000000515BI0100001132 218.5 sqm
21 1.2 13.50.3 : Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works BI01010001010000000000000515BI0100001133 45.02 sqm
22 1.21 13.48.3 : 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 BI01010001010000000000000515BI0100001134 45.02 sqm
23 1.22 12.47.2 : Providing & fixing UV stabilised fibre glass reinforced plastic sheet rooting up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8 mm dia G.I plain/ bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovings incorporating minimum 0.3% ultra-violet stabiliser in resin system under approxirnately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866. The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.2 mm thick flat BI01010001010000000000000515BI0100001135 81.6 sqm
24 1.23 12.7.2 : Providing and fixing 15cm wide, 45 cm overall semi circular plain G.S. sheet gutter with iron brackets 40x3 mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.63 mm thick with zinc coating not less than 275 gm/ m2 BI01010001010000000000000515BI0100001136 48 metre
25 1.24 11.27 : Kota stone slab 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.Kota stone slab 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. BI01010001010000000000000515BI0100001137 71.06 sqm
26 1.25 10.26.3 : 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.G.I. pipes BI01010001010000000000000515BI0100001138 417.028 kg
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