Kerala

To Be Opened

Works

Civil Works - Buildings

XVFC SCHEME I (FY 2022-23) Construction of New Building for FWC Chennithala Main Centre in Alappuzha District (DSR 2021)

Kerala Police Housing and Construction Corp. Ltd.

Alappuzha, Kerala

Amount: ₹43.4 LCloses: 1 Aug 2026Closed

Timeline

Published25 Jul 2026
Closed1 Aug 2026
Bid Opening3 Aug 2026

Tender Value

₹43.4 L

EMD Value

₹50,000

Closing Date

1 Aug 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Chairman and Managing Director KPHCC

Address

KERALA POLICE HOUSING AND CONSTRUCTION CORPORATION LTD CHANDRASEKHARAN NAIR STADIUM, PALAYAM, THIRUVANANTHAPURAM - 695033

Work Description

XVFC SCHEME I (FY 2022-23) Construction of New Building for FWC Chennithala Main Centre in Alappuzha District (DSR 2021)

Tender Information

Tender ID

2026_KPHCC_862502_2

Reference Number

NIT No.18/KPHCC/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

270 days

Location

Alappuzha

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredPreliminary agreement with stamp paper worth of Rs.200/- (.pdf)

RequiredDeclaration (.pdf)

RequiredCopy of License, PAN and GST Certificate (.pdf)

RequiredE-payment details (.pdf)

RequiredCopy of Experience Certificate (.pdf)

RequiredTender document (.pdf)

RequiredBOQ Schedule (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,950

EMD Fee Amount

₹50,000

Important Dates

Last Activity

25 Jul 2026

Published

25 Jul 2026

Bid Opening

3 Aug 2026

Download Starts

25 Jul 2026

Download Ends

1 Aug 2026

Submission Starts

25 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (160 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CIVIL WORK UP TO PLINTH LEVEL
1.001	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	-	sqm	-	-
1.002	65.7:Hydraulic excavator	-	Day	-	-
1.003	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	-	cum	-	-
1.004	OD101234/2026-2027:Boring, providing and installing Sand piling of diameter 10cm,The (sand) pile may be installed by driving a casing, 10cm diameter with a detachable (non-retrievable) metal or concrete conical shoe at the bottom, to a depth of 3m (from EGL) and back filling with dry coarse & graded river sand(M-sand mixed with aggregates up to 8mm) while withdrawing the casing pipe.	-	metre	-	-
1.005	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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	-	cum	-	-
1.006	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)	-	cum	-	-
1.007	5.1.2: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)	-	cum	-	-
1.008	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	1	kilogram	-	-
1.009	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	-	sqm	-	-

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 • 0.10 MB

Tendernotice_2.pdf

PDF • 2.30 MB

Tendernotice_3.pdf

PDF • 0.04 MB

Work Item Documents

tenderdocumentnew.pdf

Tender Documents • 0.64 MB

BOQ_1458782.xls

BOQ • 0.42 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CIVIL WORK UP TO PLINTH LEVEL
1.001	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	-	sqm	-	-
1.002	65.7:Hydraulic excavator	-	Day	-	-
1.003	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	-	cum	-	-
1.004	OD101234/2026-2027:Boring, providing and installing Sand piling of diameter 10cm,The (sand) pile may be installed by driving a casing, 10cm diameter with a detachable (non-retrievable) metal or concrete conical shoe at the bottom, to a depth of 3m (from EGL) and back filling with dry coarse & graded river sand(M-sand mixed with aggregates up to 8mm) while withdrawing the casing pipe.	-	metre	-	-
1.005	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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	-	cum	-	-
1.006	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)	-	cum	-	-
1.007	5.1.2: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)	-	cum	-	-
1.008	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	1	kilogram	-	-
1.009	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	-	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1CIVIL WORK UP TO PLINTH LEVEL

1.001

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

sqm

1.002

65.7:Hydraulic excavator

Day

1.003

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

cum

1.004

OD101234/2026-2027:Boring, providing and installing Sand piling of diameter 10cm,The (sand) pile may be installed by driving a casing, 10cm diameter with a detachable (non-retrievable) metal or concrete conical shoe at the bottom, to a depth of 3m (from EGL) and back filling with dry coarse & graded river sand(M-sand mixed with aggregates up to 8mm) while withdrawing the casing pipe.

metre

1.005

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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

cum

1.006

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)

cum

1.007

5.1.2: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)

cum

1.008

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

kilogram

1.009

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

sqm