Tender For Flood 2018 Arwss To Kuttamangalam-Neryamangalam Flood 2018 Arwss To Kuttamangalam-Neryamangalam- Providing Compound Wall At Avolichal Water Treatment Plant
Tender Value
4.43 Lakhs
Estimated cost
Bid Submission
14 Aug 2019
0 days left
EMD
11100
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kavalangadu → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Flood 2018 Arwss To Kuttamangalam-Neryamangalam Flood 2018 Arwss To Kuttamangalam-Neryamangalam- Providing Compound Wall At Avolichal Water Treatment Plant
BOQ
| Name of Work:Flood 2018 -ARWSS to Kuttamangalam-Neryamangalam- Providing compound wall at Avolichal water Treatment Plant | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Providing compound wall at Avolichal water Treatment Plant | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | 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 | BI01010001010000000000000515BI0100001113 | 4.392 | m³ |
| 3 | 1.02 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: Cement mortar 1:6(1 cement: 6 coarse sand) | BI01010001010000000000000515BI0100001114 | 6.863 | m³ |
| 4 | 1.03 | 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). | BI01010001010000000000000515BI0100001115 | 3.727 | m³ |
| 5 | 1.04 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | BI01010001010000000000000515BI0100001116 | 400 | kg |
| 6 | 1.05 | Centering and shuttering including strutting, etc. and removal of form for: Lintel, beams, plinth beams, girders bressumers and cantilevers. | BI01010001010000000000000515BI0100001117 | 16.56 | m² |
| 7 | 1.06 | Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm 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. | BI01010001010000000000000515BI0100001118 | 14.926 | m³ |
| 8 | 1.07 | 12 mm cement plaster of mix:1:4 ( 1 cement :4 fine sand) | BI01010001010000000000000515BI0100001119 | 161.64 | m² |
| 9 | 1.08 | Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand): Flush/Ruled pointing | BI01010001010000000000000515BI0100001120 | 62.52 | m² |
| 10 | 1.09 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | BI01010001010000000000000515BI0100001121 | 5.732 | m³ |
| 11 | 1.1 | 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 40 mm nominal size) | BI01010001010000000000000515BI0100001122 | 5.732 | m³ |
| 12 | 1.11 | 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 x600mm | BI01010001010000000000000515BI0100001123 | 48.752 | m² |
| 13 | 1.12 | 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 portionPowder coated aluminium (minimum thickness of powder coating 50 micron) | BI01010001010000000000000515BI0100001124 | 15 | kg |
| 14 | 1.13 | 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)Powder coated aluminium (minimum thickness of powder coating 50 micron) | BI01010001010000000000000515BI0100001125 | 25 | kg |
| 15 | 1.14 | 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 | BI01010001010000000000000515BI0100001126 | 18.061 | m² |
| 16 | 1.15 | Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) | BI01010001010000000000000515BI0100001127 | 269.852 | m² |
AI Tender Summary
Tender Timeline
Aug 07, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedAug 14, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 16, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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