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Civil Works - Buildings

Annual Plan-Project no 163/26-27 Maintenance of anganwadi no 96-Kottangal GP

Local Self Government Department

KOTTANGAL GP | Pathanamthitta, Kerala

Amount: ₹2.4 LCloses: 12 Oct 2026Due today

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Timeline

Published3 Oct 2026
Closes12 Oct 2026
Bid Opening13 Oct 2026

Tender Value

₹2.4 L

EMD Value

₹5,932

Closing Date

12 Oct 2026, 4:00 pmDue today

Tender Inviting Organisation

Name

PARVATHY R

Address

LIDEW SECTION KOTTANGAL GP

Work Description

Annual Plan-Project no 163/26-27 Maintenance of anganwadi no 96-Kottangal GP

Tender Information

Tender ID

2026_LSGD_874863_18

Reference Number

01/2026/AE/LIDEW/KTGL/PHASE1

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

210 days

Location

KOTTANGAL GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPRELIMINARY AGGREEMENT (.pdf)

RequiredSBD (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredEPAYMENT (.pdf)

RequiredFOT (.pdf)

RequiredINTEGRITY PACT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5,932

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Oct 2026

Published

3 Oct 2026

Bid Opening

13 Oct 2026

Download Starts

3 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

3 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Side Protection
1.001	OD132058/2026-2027:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.	7.08	cum	-	-
1.002	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	6.12	cum	-	-
1.003	OD132060/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.	11.89	cum	-	-
1.004	OD132061/2026-2027:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site(Data From 60.7.8).	4.96	cum	-	-
1.005	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	1.8	sqm	-	-
1.006	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	0.45	cum	-	-
1.007	2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil	96.6	sqm	-	-
1.008	OD192410/2026-2027:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M- 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of bed of Stone Aggregate (single size): 06 mm nominal size, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.	91	sqm	-	-
1.009	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	0.06	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.32 MB

Tendernotice_2.pdf

PDF • 0.28 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Tendernotice_4.pdf

PDF • 0.25 MB

Tendernotice_5.pdf

PDF • 0.19 MB

Tendernotice_6.pdf

PDF • 0.31 MB

Work Item Documents

BOQ_1485677.xls

BOQ • 0.31 MB

viewsbd.pdf

Tender Documents • 2.05 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Side Protection
1.001	OD132058/2026-2027:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.	7.08	cum	-	-
1.002	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	6.12	cum	-	-
1.003	OD132060/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.	11.89	cum	-	-
1.004	OD132061/2026-2027:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site(Data From 60.7.8).	4.96	cum	-	-
1.005	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	1.8	sqm	-	-
1.006	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	0.45	cum	-	-
1.007	2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil	96.6	sqm	-	-
1.008	OD192410/2026-2027:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M- 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of bed of Stone Aggregate (single size): 06 mm nominal size, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.	91	sqm	-	-
1.009	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	0.06	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Side Protection

1.001

OD132058/2026-2027:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.

7.08

cum

1.002

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

6.12

cum

1.003

OD132060/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.

11.89

cum

1.004

OD132061/2026-2027:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site(Data From 60.7.8).

4.96

cum

1.005

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

1.8

sqm

1.006

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

0.45

cum

1.007

2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil

96.6

sqm

1.008

OD192410/2026-2027:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M- 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of bed of Stone Aggregate (single size): 06 mm nominal size, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

sqm

1.009

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

0.06

cum