Mla-Adf 2019-20 Construction Of School Building For Govt . Hss Anakkara Chakkupallom Gp Earth Work Excavation Pcc 1 4 8 Rcc Footing Foundation Rcc Column Beam Lintel And Roof Slab Centering And Shuttering For Foundations Lintels Columns Etc Steel Reinfor
Tender Value
59.11 Lakhs
Estimated cost
Bid Submission
09 Nov 2020
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Anakkara → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Mla-Adf 2019-20 Construction Of School Building For Govt . Hss Anakkara Chakkupallom Gp Earth Work Excavation Pcc 1 4 8 Rcc Footing Foundation Rcc Column Beam Lintel And Roof Slab Centering And Shuttering For Foundations Lintels Columns Etc Steel Reinforcement For Rcc Works Filling In Trenches Plinth Etc Solid Masonry
BOQ
| Name of Work:MLA-ADF 2019-20 Construction of School Building for Govt.HSS Anakkara, Chakkupallom GP | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 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.\nAll kinds of soil. | 294 | m3 | |
| 2 | 2 | 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.\nAll kinds of soil. | 220 | m3 | |
| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:\n1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | 41.46 | m3 | |
| 4 | 4 | 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:\n1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size. | 64.847 | m3 | |
| 5 | 5 | Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 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) | 78.559 | m3 | |
| 6 | 6 | Centering and shuttering including strutting, etc. and removal of form for:\nFoundations, footings, bases of columns, etc for mass concrete | 114.721 | m2 | |
| 7 | 7 | Centering and shuttering including strutting, etc. and removal of form for:\nSuspended floors, roofs, landings, balconies and access platform | 325.8 | m2 | |
| 8 | 8 | Centering and shuttering including strutting, etc. and removal of form for:\nLintels, beams, plinth beams, girders bressumers and cantilevers | 375.527 | m2 | |
| 9 | 9 | Centering and shuttering including strutting, etc. and removal of form for:\nColumns, Pillars, Piers, Abutments, Posts and Struts | 100.24 | m2 | |
| 10 | 10 | Centering and shuttering including strutting, etc. and removal of form for: | 15.541 | m2 | |
| 11 | 11 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level | 14173.1 | kg | |
| 12 | 12 | 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 | 74.7 | m3 | |
| 13 | 13 | Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm 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 | 55.038 | m3 | |
| 14 | 14 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 859.066 | m2 | |
| 15 | 15 | 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 507.6 | m2 | |
| 16 | 16 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 1112.87 | m2 | |
| 17 | 17 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm | 1112.87 | m2 | |
| 18 | 18 | Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately)<br> Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.\nCasement window double panels with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big series)frame 67 x 60 mm & sash / mullion 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of window above 1.50 sqm). | 22.5 | m2 | |
| 19 | 19 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer In charge. | 562.5 | Kg | |
| 20 | 20 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood | 0.147 | m3 | |
| 21 | 21 | Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood | 5.4 | m2 | |
| 22 | 22 | Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Anjili/ Jack wood. | 3.78 | m2 | |
| 23 | 23 | Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.\nSize of Tile 600x600 mm | 216.711 | m2 | |
| 24 | 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:\n1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 7.8 | m2 |
AI Tender Summary
Tender Timeline
Oct 28, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedNov 09, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 11, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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