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Annual Annual Plan-MADAVOOR GP 2026-27 -234/27 Infrastructure development for Ladies Health club-General Civil WorkPlan-MADAVOOR GP 2026-27 -36/27 Maintenance of various Anganwadies-General Civil Work

Local Self Government Department

Madavoor | Thiruvananthapuram, Kerala

Amount: ₹7.9 LCloses: 24 Oct 20267d left

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Timeline

Published17 Oct 2026
Closes24 Oct 2026
Bid Opening27 Oct 2026

Tender Value

₹7.9 L

EMD Value

₹19,714

Closing Date

24 Oct 2026, 6:00 pm7d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

OFFICE OF THE ASSISTANT ENGINEER, LID EW SECTION, MADAVOOR GRAMA PANCHAYAT MADAVOOR- PALLICKAL P.O, THIRUVANATHAPURAM PIN 695602

Work Description

Annual Plan-MADAVOOR GP 2026-27 -234/27 Infrastructure development for Ladies Health club-General Civil Work

Tender Information

Tender ID

2026_LSGD_880676_4

Reference Number

TN-02/AE/LSGD/MDR/26-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

120 days

Location

Madavoor

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredQuoted BOQ (.xls)

RequiredContractor Registration Certificate with GST- PAN (.pdf)

RequiredIntegrity pact certificate (.pdf)

RequiredPreliminary agreement (.pdf)

Requirede-payment form (.pdf)

RequiredAffidavit (.pdf)

RequiredStandard bid document (.pdf)

RequiredForm of tender (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,740

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹19,714

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Oct 2026

Published

17 Oct 2026

Bid Opening

27 Oct 2026

Download Starts

17 Oct 2026

Download Ends

24 Oct 2026

Submission Starts

17 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Health club-FF
1.001	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	10.58	cum	-	-
1.002	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).	2.92	cum	-	-
1.003	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	307.37	kilogram	-	-
1.004	5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges	28.43	sqm	-	-
1.005	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	1.14	sqm	-	-
1.006	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	311.06	sqm	-	-
1.007	13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)	180.04	sqm	-	-
1.008	13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)	28.43	sqm	-	-
1.009	26.49.1:Providing and fixing in position factory made EPS cement sandwich wall/roof/ floor light weight solid core panels made of core material of EPS granule balls/ beads (conforming to IS 4671:1984 and shall have density not less than 15kg per cum) adhesive, cement, sand, flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fiber cement board confirming to IS 14862:2000 or Calcium silicate board confirming to EN 14306:2009 of 5mm thick each. Panel shall be laid on 6mm thick cement mortar (1 cement: 2 fine sand) mixed with chemical adhesive of 0.5kg per 50kg of cement or shall be preferably fixed into 'C' channel made of 1.2mm thick MS plate screwed/fastenened to the slab/ column/beam etc. The panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor & roofing with additional structural support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawings, Manufacturers specifications and under the overall direction of Engineer-inCharge (Cost of all the material is included except "C channel" which will be paid seperately). Non load bearing panels 50mm thick of required size	45.1	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.16 MB

Work Item Documents

BOQ_1497785.xls

BOQ • 0.31 MB

viewsbd.pdf

Tender Documents • 1.67 MB

TENDERDOCUMENT_affidavit.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Health club-FF
1.001	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	10.58	cum	-	-
1.002	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).	2.92	cum	-	-
1.003	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	307.37	kilogram	-	-
1.004	5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges	28.43	sqm	-	-
1.005	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	1.14	sqm	-	-
1.006	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	311.06	sqm	-	-
1.007	13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)	180.04	sqm	-	-
1.008	13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)	28.43	sqm	-	-
1.009	26.49.1:Providing and fixing in position factory made EPS cement sandwich wall/roof/ floor light weight solid core panels made of core material of EPS granule balls/ beads (conforming to IS 4671:1984 and shall have density not less than 15kg per cum) adhesive, cement, sand, flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fiber cement board confirming to IS 14862:2000 or Calcium silicate board confirming to EN 14306:2009 of 5mm thick each. Panel shall be laid on 6mm thick cement mortar (1 cement: 2 fine sand) mixed with chemical adhesive of 0.5kg per 50kg of cement or shall be preferably fixed into 'C' channel made of 1.2mm thick MS plate screwed/fastenened to the slab/ column/beam etc. The panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor & roofing with additional structural support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawings, Manufacturers specifications and under the overall direction of Engineer-inCharge (Cost of all the material is included except "C channel" which will be paid seperately). Non load bearing panels 50mm thick of required size	45.1	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Health club-FF

1.001

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

10.58

cum

1.002

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).

2.92

cum

1.003

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

307.37

kilogram

1.004

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

28.43

sqm

1.005

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

1.14

sqm

1.006

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

311.06

sqm

1.007

13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

180.04

sqm

1.008

13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)

28.43

sqm

1.009

26.49.1:Providing and fixing in position factory made EPS cement sandwich wall/roof/ floor light weight solid core panels made of core material of EPS granule balls/ beads (conforming to IS 4671:1984 and shall have density not less than 15kg per cum) adhesive, cement, sand, flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fiber cement board confirming to IS 14862:2000 or Calcium silicate board confirming to EN 14306:2009 of 5mm thick each. Panel shall be laid on 6mm thick cement mortar (1 cement: 2 fine sand) mixed with chemical adhesive of 0.5kg per 50kg of cement or shall be preferably fixed into 'C' channel made of 1.2mm thick MS plate screwed/fastenened to the slab/ column/beam etc. The panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor & roofing with additional structural support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawings, Manufacturers specifications and under the overall direction of Engineer-inCharge (Cost of all the material is included except "C channel" which will be paid seperately). Non load bearing panels 50mm thick of required size

45.1

sqm