Kerala

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Works

Civil Works - Buildings

106 PHC Renovation Ward 12

Local Self Government Department

THRIKKADEERI | Palakkad, Kerala

Amount: ₹8.5 LCloses: 14 Oct 2026Due today

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Timeline

Published5 Oct 2026
Closes14 Oct 2026
Bid Opening15 Oct 2026

Tender Value

₹8.5 L

EMD Value

₹21,185

Closing Date

14 Oct 2026, 10:00 amDue today

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

THRIKKADEERI

Work Description

106 PHC Renovation Ward 12

Tender Information

Tender ID

2026_LSGD_875952_2

Reference Number

ET02/2026-27/AE/LSGD/TKD

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Location

THRIKKADEERI

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBid submission letter as per item no 1 part VI of SBD (.pdf)

RequiredPreliminary Agreement as per item no 2 part VI of SBD (.pdf)

RequiredIntegrity pact certificate as per item no 3 part VI of SBD (.pdf)

RequiredAffidavit as per item no 4 part VI of SBD (.pdf)

RequiredBid security Remittance (.pdf)

RequiredRequisition of e payment as per item no 6 part VI of SBD (.pdf)

RequiredBid submission fee Remittance (.pdf)

RequiredBidder valid Registration Certificate (.pdf)

RequiredGST Registration Certificate, PAN Card, Bank Passbook Front Page (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,870

EMD Fee Amount

₹21,185

Important Dates

Last Activity

5 Oct 2026

Published

5 Oct 2026

Bid Opening

15 Oct 2026

Download Starts

5 Oct 2026

Download Ends

14 Oct 2026

Submission Starts

5 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (30 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1PHC Renovation Hall
1.001	15.18:Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.	230.18	kg	-	-
1.002	15.7.1: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 mud mortar	1.43	cum	-	-
1.003	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	0.27	cum	-	-
1.004	50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm 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	18.67	cum	-	-
1.005	50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete	0.88	cum	-	-
1.006	5.3: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).	1.92	cum	-	-
1.007	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	2.75	sqm	-	-
1.008	5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges	6.18	sqm	-	-
1.009	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	205.58	kg	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.27 MB

Work Item Documents

SBD.pdf

Tender Documents • 2.17 MB

BOQ_1487438.xls

BOQ • 0.32 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1PHC Renovation Hall
1.001	15.18:Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.	230.18	kg	-	-
1.002	15.7.1: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 mud mortar	1.43	cum	-	-
1.003	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	0.27	cum	-	-
1.004	50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm 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	18.67	cum	-	-
1.005	50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete	0.88	cum	-	-
1.006	5.3: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).	1.92	cum	-	-
1.007	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	2.75	sqm	-	-
1.008	5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges	6.18	sqm	-	-
1.009	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	205.58	kg	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1PHC Renovation Hall

1.001

15.18:Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.

230.18

1.002

15.7.1: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 mud mortar

1.43

cum

1.003

15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

0.27

cum

1.004

50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm 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

18.67

cum

1.005

50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete

0.88

cum

1.006

5.3: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).

1.92

cum

1.007

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

2.75

sqm

1.008

5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges

6.18

sqm

1.009

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

205.58