Deposit Work Construction Of Padippura And Retaining Wall To Vanitha Iti Kannur , At Kannur Deposit Work Construction Of Padippura And Retaining Wall To Vanitha Iti Kannur , AtKannur
Tender Value
23.35 Lakhs
Estimated cost
Bid Submission
29 Jul 2020
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thottada → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Deposit Work Construction Of Padippura And Retaining Wall To Vanitha Iti Kannur , At Kannur Deposit Work Construction Of Padippura And Retaining Wall To Vanitha Iti Kannur , AtKannur
BOQ
| Work Name:Construction of Padippura and Retaining wall to Vanitha ITI Kannur, at Kannur | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | DETAILED ESTIMATE | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | BI01010001010000000000000515BI0100001114 | 3.259 | cum |
| 3 | 1.02 | 2.6.1 : 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.All kinds of soil | BI01010001010000000000000515BI0100001115 | 72 | cum |
| 4 | 1.03 | 2.7.1 : 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.Ordinary rock | BI01010001010000000000000515BI0100001116 | 54 | cum |
| 5 | 1.04 | 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 | BI01010001010000000000000515BI0100001117 | 66.588 | cum |
| 6 | 1.05 | 2.9.1 : Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | BI01010001010000000000000515BI0100001118 | 32.4 | cum |
| 7 | 1.06 | 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) | BI01010001010000000000000515BI0100001119 | 2.068 | cum |
| 8 | 1.07 | 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 | BI01010001010000000000000515BI0100001120 | 9.346 | cum |
| 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 | 3.897 | 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 | 6.692 | cum |
| 11 | 1.1 | 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 | BI01010001010000000000000515BI0100001123 | 541.75 | kilogram |
| 12 | 1.11 | 5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001124 | 847.12 | kg |
| 13 | 1.12 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001125 | 10.6 | sqm |
| 14 | 1.13 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001126 | 39.6 | sqm |
| 15 | 1.14 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001127 | 28.512 | sqm |
| 16 | 1.15 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001128 | 34.16 | sqm |
| 17 | 1.16 | 5.9.16.1 : Edges of slabs and breaks in floors and wallsUnder 20 cm wide | BI01010001010000000000000515BI0100001129 | 36.7 | metre |
| 18 | 1.17 | 7.1.1 : 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) | BI01010001010000000000000515BI0100001130 | 75.708 | cum |
| 19 | 1.18 | 7.2.1 : Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001131 | 180.3 | cum |
| 20 | 1.19 | 50.18.9.7.1 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2 | BI01010001010000000000000515BI0100001132 | 40.5 | metre |
| 21 | 1.2 | od8884/2018_2019 : Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | BI01010001010000000000000515BI0100001133 | 1.944 | cum |
| 22 | 1.21 | od8885/2018_2019 : Laterate masonry with neatly dressed laterate stone of size 35x20x20cm 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. | BI01010001010000000000000515BI0100001134 | 5.754 | cum |
| 23 | 1.22 | 9.48.2 : Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc | BI01010001010000000000000515BI0100001135 | 393 | kg |
| 24 | 1.23 | 50.9.1.1 : 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 | BI01010001010000000000000515BI0100001136 | 0.037 | cum |
| 25 | 1.24 | 50.9.3.1 : 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 | BI01010001010000000000000515BI0100001137 | 1.796 | sqm |
| 26 | 1.25 | 50.9.4.1 : 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 | BI01010001010000000000000515BI0100001138 | 1.08 | sqm |
| 27 | 1.26 | 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 . | BI01010001010000000000000515BI0100001139 | 4.2 | sqm |
| 28 | 1.27 | 21.1.2.2 : 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) | BI01010001010000000000000515BI0100001140 | 22 | kg |
| 29 | 1.28 | 9.53 : Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001141 | 6 | each |
| 30 | 1.29 | 9.66.2 : Providing and fixing ISI marked oxidised M.S. handles conforming to IS : 4992 with necessary screws etc. complete:100 mm | BI01010001010000000000000515BI0100001142 | 2 | no |
| 31 | 1.3 | 50.9.15.2 : Supplying and fixing 300 mm Aluminium aldrop | BI01010001010000000000000515BI0100001143 | 1 | no |
| 32 | 1.31 | 9.63.1 : Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete:250x10 mm | BI01010001010000000000000515BI0100001144 | 2 | no |
| 33 | 1.32 | 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 | 1.33 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001146 | 354.9 | sqm |
| 35 | 1.34 | 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001147 | 72.765 | sqm |
| 36 | 1.35 | 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. | BI01010001010000000000000515BI0100001148 | 6.72 | sqm |
| 37 | 1.36 | 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | BI01010001010000000000000515BI0100001149 | 427.765 | sqm |
| 38 | 1.37 | 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 | BI01010001010000000000000515BI0100001150 | 427.765 | sqm |
| 39 | 1.38 | 13.63.1 : Painting with aluminium paint of approved brand and manufacture to give an even shade.Two or more coats on new work | BI01010001010000000000000515BI0100001151 | 34.56 | sqm |
| 40 | 1.39 | od74533/2019_2020 : Supplying pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern | BI01010001010000000000000515BI0100001152 | 500 | each |
| 41 | 1.4 | od74538/2019_2020 : Roofing with Dept. MP tile (mangalore tile) of 20mm nominal thickness and of approved size and as per approved pattern including all labour charges etc. complete. | BI01010001010000000000000515BI0100001153 | 34.16 | sqm |
| 42 | 1.41 | od8122/2018_2019 : Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer's specifications & direction of Engineer-in-Charge. 60mm thick C.C. paver block of M-35 grade with approved colour, design & pattern. | BI01010001010000000000000515BI0100001154 | 56 | sqm |
AI Tender Summary
Tender Timeline
Jul 22, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 03, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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