Annual Plan 2018 19 Renovation Of Labour Shed And Repair Of Compound Wall And Poly House At Central Orchard Pattambi Repair Renovation Works Compound Wall Labour Shed Poly Hopuse
Tender Value
11.11 Lakhs
Estimated cost
Bid Submission
12 Dec 2019
0 days left
EMD
27750
Bank guarantee accepted
Document Fee
2800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
PATTAMBI → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Annual Plan 2018 19 Renovation Of Labour Shed And Repair Of Compound Wall And Poly House At Central Orchard Pattambi Repair Renovation Works Compound Wall Labour Shed Poly Hopuse
BOQ
| Work Name:Annual Plan-2018-19-Scheme on augmenting production and distribution of quality planting material through departmental farms-Implementation of infrastructural works and mechanization in departmental farms-Renovation of labour shed and repair of compound wall and poly house at Central Orchard Pattambi,Palakkad | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | REPAIR OF LABOUR WAITING SHED AT C O PATTAMBI | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 15.17.2 : Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:Channels, angles, tees and flats | BI01010001010000000000000515BI0100001114 | 90 | kg |
| 3 | 1.02 | 15.28.1 : Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | BI01010001010000000000000515BI0100001115 | 64.638 | sqm |
| 4 | 1.03 | 15.12.1 : Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | BI01010001010000000000000515BI0100001116 | 2 | each |
| 5 | 1.04 | 15.23.2 : Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm | BI01010001010000000000000515BI0100001117 | 53.345 | sqm |
| 6 | 1.05 | 11.47.1 : Providing and laying Vitrified 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 brand & manufacturer,in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 500x500 mm | BI01010001010000000000000515BI0100001118 | 65.295 | sqm |
| 7 | 1.06 | 11.36 : Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | BI01010001010000000000000515BI0100001119 | 4.117 | sqm |
| 8 | 1.07 | 17.1.1 : Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litter low level white P.V.C.flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever require:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | BI01010001010000000000000515BI0100001120 | 2 | each |
| 9 | 1.08 | 9.119 : Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door fame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer-in Charge. | BI01010001010000000000000515BI0100001121 | 12 | metre |
| 10 | 1.09 | 9.120.1 : Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and sized of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of whicj 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5mm thick, 95 mm wide PVC sheet out of which75 mm shall be tapered in 45 degree on th inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mmx2) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded /sealed to the styles & rails with 7 mm (5 mm + 2 mm ) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer -in-charge, manufacture's specification & drawing.30 mm thick plain PVC door shutters | BI01010001010000000000000515BI0100001122 | 3.2 | sqm |
| 11 | 1.1 | 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 | BI01010001010000000000000515BI0100001123 | 0.955 | cum |
| 12 | 1.11 | 50.6.1.1 : Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | BI01010001010000000000000515BI0100001124 | 2.117 | cum |
| 13 | 1.12 | 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) | BI01010001010000000000000515BI0100001125 | 2.9 | cum |
| 14 | 1.13 | 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001126 | 4.281 | cum |
| 15 | 1.14 | 4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | BI01010001010000000000000515BI0100001127 | 50.201 | sqm |
| 16 | 1.15 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001128 | 58.547 | sqm |
| 17 | 1.16 | 4.1.6 : 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) | BI01010001010000000000000515BI0100001129 | 0.382 | cum |
| 18 | 1.17 | 50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | BI01010001010000000000000515BI0100001130 | 543.09 | kg |
| 19 | 1.18 | 12.50 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto 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. | BI01010001010000000000000515BI0100001131 | 73.388 | sqm |
| 20 | 1.19 | 14.53.1 : Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:One or more coats on old work | BI01010001010000000000000515BI0100001132 | 182.101 | sqm |
| 21 | 1.2 | 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 | BI01010001010000000000000515BI0100001133 | 9.293 | sqm |
| 22 | 2 | Part-II Compound Wall | BI01010001010000000000000515BI0100001134 | ||
| 23 | 2.01 | 2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | BI01010001010000000000000515BI0100001135 | 90 | sqm |
| 24 | 2.02 | 15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | BI01010001010000000000000515BI0100001136 | 12.15 | cum |
| 25 | 2.03 | 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 | BI01010001010000000000000515BI0100001137 | 16.875 | cum |
| 26 | 2.04 | 15.56 : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | BI01010001010000000000000515BI0100001138 | 130.5 | sqm |
| 27 | 2.05 | 2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | BI01010001010000000000000515BI0100001139 | 11.25 | sqm |
| 28 | 2.06 | 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 | BI01010001010000000000000515BI0100001140 | 11.25 | cum |
| 29 | 2.07 | 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) | BI01010001010000000000000515BI0100001141 | 6.75 | cum |
| 30 | 2.08 | 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001142 | 3.761 | cum |
| 31 | 2.09 | 4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | BI01010001010000000000000515BI0100001143 | 50.201 | sqm |
| 32 | 2.1 | 50.6.1.1 : Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | BI01010001010000000000000515BI0100001144 | 15.121 | cum |
| 33 | 2.11 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001145 | 161.28 | sqm |
| 34 | 2.12 | 14.43 : Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | BI01010001010000000000000515BI0100001146 | 800 | sqm |
| 35 | 2.13 | 14.53.1 : Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:One or more coats on old work | BI01010001010000000000000515BI0100001147 | 800 | sqm |
| 36 | 2.14 | 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 | BI01010001010000000000000515BI0100001148 | 1300 | kg |
| 37 | 2.15 | 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 . | BI01010001010000000000000515BI0100001149 | 137.5 | sqm |
| 38 | 3 | Part-III Poly House Repair | BI01010001010000000000000515BI0100001150 | ||
| 39 | 3.01 | od3696/2019_2020 : Dismantling damaged UV sheet and insect proof net and disposal of unserviceble material with 50 meters lead | BI01010001010000000000000515BI0100001151 | 702 | sqm |
| 40 | 3.02 | 15.19 : Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge. | BI01010001010000000000000515BI0100001152 | 50 | kg |
| 41 | 3.03 | 50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | BI01010001010000000000000515BI0100001153 | 21.6 | kg |
| 42 | 3.04 | od3698/2019_2020 : Supplying and laying UV stabilized polythene film 5 layer, 200 micron thick of reputed make like Ginegar,Tuflex, Garwara etc.having IR blocking, Antidrip/ fog, diffused film on the GI truss work with aluminium locking profile with zigzag springs galvanised, with hexwasher including all cost of materials and labour charges etc. complete with fitting and locking arrangements. | BI01010001010000000000000515BI0100001154 | 702 | sqm |
AI Tender Summary
Tender Timeline
Dec 04, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 12, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 16, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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