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366/26-27 CONSTRUCTION OF COMPOUND WALL AND CABIN IN NERIAMANAGALAM PHC IN WARD 8-IN KAVALANGAD GP

Local Self Government Department

kavalangad | Ernakulam, Kerala

Amount: ₹5.1 LCloses: 17 Oct 20266d left

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Timeline

Published8 Oct 2026
Closes17 Oct 2026
Bid Opening22 Oct 2026

Tender Value

₹5.1 L

EMD Value

₹12,705

Closing Date

17 Oct 2026, 5:00 pm6d left

Tender Inviting Organisation

Name

Address

ae office kavalangad gp

Work Description

366/26-27 CONSTRUCTION OF COMPOUND WALL AND CABIN IN NERIAMANAGALAM PHC IN WARD 8-IN KAVALANGAD GP

Tender Information

Tender ID

2026_LSGD_877462_1

Reference Number

27/26-27/AE/KVGP

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

180 days

Location

kavalangad

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security Remittance and Bid submission letter as per item No.1 part VI of SBD (.pdf)

RequiredIntegnity pact certificate as per item No.3 part VI of SBD (.pdf)

RequiredPreliminary agreement as per item No.2 part VI of SBD (.pdf)

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

RequiredAffidavit as per item No.4 Part VI of SBD (.pdf)

RequiredBidder validity Registration certificate Bid document with NIC and Bid submission fee remittance GST (.pdf)

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,328

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,705

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

8 Oct 2026

Published

8 Oct 2026

Bid Opening

22 Oct 2026

Download Starts

8 Oct 2026

Download Ends

17 Oct 2026

Submission Starts

8 Oct 2026

Clarification Period

8 Oct 2026 - 17 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1COMPOUND WALL
1.001	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	12.06	cum	-	-
1.002	OD228609/2026-2027:DRY RUBBLE MASONRY _ Dry rubble masonry with good quality blasted rubble , including conveyance of all materials labour charges etc. complete as per adirection of departmental officers (Modified 60.7.1)	31.66	cum	-	-
1.003	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 (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	2.26	cum	-	-
1.004	50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete	14.78	cum	-	-
1.005	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	10.05	sqm	-	-
1.006	13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)	190.95	sqm	-	-
1.007	13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer	190.95	sqm	-	-
1.008	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	190.95	sqm	-	-
1.009	21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)	24	kg	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.04 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.89 MB

BOQ_1491061.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1COMPOUND WALL
1.001	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	12.06	cum	-	-
1.002	OD228609/2026-2027:DRY RUBBLE MASONRY _ Dry rubble masonry with good quality blasted rubble , including conveyance of all materials labour charges etc. complete as per adirection of departmental officers (Modified 60.7.1)	31.66	cum	-	-
1.003	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 (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	2.26	cum	-	-
1.004	50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete	14.78	cum	-	-
1.005	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	10.05	sqm	-	-
1.006	13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)	190.95	sqm	-	-
1.007	13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer	190.95	sqm	-	-
1.008	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	190.95	sqm	-	-
1.009	21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)	24	kg	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1COMPOUND WALL

1.001

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

12.06

cum

1.002

OD228609/2026-2027:DRY RUBBLE MASONRY _ Dry rubble masonry with good quality blasted rubble , including conveyance of all materials labour charges etc. complete as per adirection of departmental officers (Modified 60.7.1)

31.66

cum

1.003

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 (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

2.26

cum

1.004

50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete

14.78

cum

1.005

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

10.05

sqm

1.006

13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)

190.95

sqm

1.007

13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

190.95

sqm

1.008

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

190.95

sqm

1.009

21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)