Public Administrative Department Government Departments Closing in 4 days TDR #58148623

Tender For Annual Plan-Kuttiyattur Gp Project 24/26-27 Kundilakkandi Anganwadi Renovation -Kundilakkandi Anganwadi Renovation-General Civil Work-212600106200000002

Issued by Government Departments · Kannur, Kerala
Tender Value
2.96 Lakhs
Estimated cost
Bid Submission
29 Oct 2026
4 days left
EMD
7414
Bank guarantee accepted
Document Fee
655
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Kannur → Kerala
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Annual Plan-Kuttiyattur Gp Project 24/26-27 Kundilakkandi Anganwadi Renovation -Kundilakkandi Anganwadi Renovation-General Civil Work-212600106200000002

BOQ

Name of Work:- Annual Plan-Kuttiyattur GP project 24/26-27 Kundilakkandi anganwadi renovation -Kundilakkandi anganwadi renovation-General Civil Work-212600106200000002
Sl. No. Item Description
1Building maintenance
213.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
32.1.1: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
4OD52753/2026-2027:Providing and laying 60 mm thick factory made cement concrete interlocking paver block made by block machine with strong vibratory compaction of approved size and design and shape laid in required colour and pattern over and including 50 mm thick compacted bed of stone aggregate 6 mm nominal size filling the joints with fine sand etc all complete as per direction of engineer in charge , vertically including cost and conveyance of all materials all labour charges fabricating etc complete( modified 16.68 replacing sand bed with 6 mm stone aggregate)
5OD65183/2026-2027:Providing and placing on terrace (at all floor levels) polyethylene water storage tankwith cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. with departmental water tank(item 18.48 modified )
650.18.9.13.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 12 Kgf/ cm2- External work- exposed on wall
750.18.9.14.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10 Kgf/cm2 - External work- Exposed on wall
850.18.9.12.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 20 mm dia 10Kgf/cm2 External work- Exposed on wall
915.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm
1011.41A.3.1: Providing and laying Vitrified tiles in floor 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, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm
1114.80.2:Providing & fixing White vitreous china water closet squatting pan (Indian type)along with \\"S\\" or \\"P\\" trap including dismantling of old WC seat and \\"S\\" or \\"P\\"trap at site complete with all operations including all necessary materials, labourand disposal of dismantled material i/c malba, all complete as per the directionof Engineer-in charge.Orissa pattern W.C Pan of size 580x440 mm
1214.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand)
132.8.1: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
144.1.8: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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
155.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
165.1.2: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 derived from natural sources)
175.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
185.2.2: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 derived from natural sources)
195.22.6: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
2010.25.2:Item Shifted to Sub head 14 as item 14.73Item 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
2150.10.2: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
22OD208073/2026-2027:OD131183/2026-2027Providing and fixing Alu Zinc profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.40 mm (+0.05%), thickness. 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.(MOD 12.50 of DSR)
234.1.3: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 (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
24OD214943/2026-2027:Demolishing Laterite 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
25OD214948/2026-2027:Laterite masonry with departmental laterite stone of size 35 x 20 x 20 cm or nearest available size in cement mortar 1:6 for foundation and basement including all cost conveyance labour charges etc
26OD214949/2026-2027:Laterite masonry in cm 1:6 for foundation and basement including cost and conveyance of all materials and all labour charges etc complete
27OD215069/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearestsize in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
289.108.2:Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and necessary screws etc., complete.202x42x18 mm weighing not less than 78 gms
299.118.2:Providing and fixing to existing door frames30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge.
309.117.1:Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer-in-chargeExtruded section profile size 48x40 mm
312.25: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.
3211.41A.3.2: Providing and laying Vitrified tiles in floor 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, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 1200 mm
335.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° 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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
345.9.4:Centering and shuttering including strutting, etc. and removal of form for:Shelves (Cast in situ)
3517.7.3:Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
3650.18.9.17.2:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 63 mm dia 4 Kgf/cm2- External work - exposed on wall
3750.18.9.20.1:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Elbow
3850.18.9.20.5:Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes including jointing with PVC solvent cement - 63x63x63 mm dia Tee
3950.9.12.1:Providing and fixing Thomson Multi wood board or equivalent make, in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately) as per the direction of site Engineer-in-charge.
409.55.2:Providing and fixing ISI marked IS : 1341 M.S. pressed butt hinges bright finishedwith necessary screws etc. complete :100x58x1.90mm.
419.81.2:Providing and fixing bright finished brass handles with screws etc. complete:100 mm Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58148623
AUTHORITY Government Departments
TENDER VALUE 2.96 Lakhs
LAST DATE 29-10-2026
Authority
Authority Name Local Self Government Department
Work Description Tender for Annual Plan-Kuttiyattur Gp Project 24/26-27 Kundilakkandi Anganwadi Renovation -Kundilakkandi Anganwadi Renovation-General Civil Work-212600106200000002
Basic Detail
Tender No tender 2026-27 5
Bidding Type Tender
Location
City Kannur
State Kerala
Key Dates
Publish Date 22 Oct 2026
Submission Date 29 Oct 2026
Open Date 30 Oct 2026
Finance
Tender Value 2.96 Lakhs
Tender Fee 655
EMD 7414
Exemption Available
Document List
24viewsbd.pdf
b24e1f64-5c16-45a8-80a2-bcb5d1a9228e.html
BOQ_1497999.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 22, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 29, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Oct 30, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 5 days

Tender Documents

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pdf

24viewsbd.pdf

html

b24e1f64-5c16-45a8-80a2-bcb5d1a9228e.html

xls

BOQ_1497999.xls

pdf

Tendernotice_1.pdf

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