Kerala

AOC

Works

Civil Works - Others

A n n u a l P l a n - D P - P K D - 2 0 2 5 - 2 6 - RENOVATION OF SCHOOL GROUND IN GHSS PATTENCHERY

Local Self Government Department

DISTRICT PANCHAYATH PALAKKAD | Palakkad, Kerala

Amount: ₹8.5 LCloses: 31 Oct 2025Closed

Timeline

Published24 Oct 2025
Closed31 Oct 2025
Technical Evaluation20 Nov 2025
Financial Evaluation3 Feb 2026
Awarded4 Feb 2026

Bids

Item Rate

3 Bids4 Feb 2026

#	Company	Amount	Rank	Status
1	HARIDASAN K 1₹7.3 LAccepted-AOC	₹7.3 L	1	Accepted-AOC L1
2	Prasad K 2₹8.3 L+₹1.0 L (14.0%)Rejected-Finance	₹8.3 L+₹1.0 L (14.0%)	2	Rejected-Finance L2
3	PRABHAKARAN.K Rejected-Technical	-	-	Rejected-Technical L3

BoQ Comparative

Line Items (21)

Sl No	Description	Qty	Unit	HARIDASAN K L1	PRABHAKARAN.K L3	Prasad K L2
1.00SCHOOL GROUND RENNOVTION
1.00	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	9.64	cum	309.35 ₹2,983.37 Lowest	359.72 ₹3,469.14	352.17 ₹3,396.33
1.00	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	37.23	sqm	332.09 ₹12,363.71 Lowest	386.16 ₹14,376.74	378.05 ₹14,074.8
1.00	4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts	4.32	sqm	867.35 ₹3,746.95 Lowest	1,008.55 ₹4,356.94	987.37 ₹4,265.44
1.00	4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.	11.1	sqm	722.05 ₹8,014.76 Lowest	839.6 ₹9,319.56	821.97 ₹9,123.87
1.00	OD314574/2025-2026:Modified spec From Mord (Spec no.4.1.A.1): Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material.	11.91	cum	1,798.67 ₹21,422.16 Lowest	2,093.92 ₹24,938.59	2,049.95 ₹24,414.9
1.01	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)	22.05	cum	7,933.63 ₹1,74,920.67 Lowest	9,235.97 ₹2,03,634.67	9,042.01 ₹1,99,358.24
1.01	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.	0.11	cum	3,154.15 ₹356.42 Lowest	3,671.89 ₹414.92	3,594.78 ₹406.21
1.01	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	6.33	cum	2,183.57 ₹13,822 Lowest	2,542 ₹16,090.86	2,488.62 ₹15,752.96
1.01	OD310430/2025-2026: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.	1.62	cum	1,473.94 ₹2,387.78 Lowest	1,715.88 ₹2,779.73	1,679.85 ₹2,721.36

Corrigenda

Corrigendum

1 updatesLatest on 1 Nov 2025Submission Ends:31 Oct 20252 Nov 2025

Date changes

Download Ends31 Oct 20252 Nov 2025Submission Ends31 Oct 20252 Nov 2025Bid Opening3 Nov 20254 Nov 2025

Tender Value

₹8.5 L

EMD Value

₹21,183

Closing Date

31 Oct 2025, 4:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT EXECUTIVE ENGINEER

Address

ASSISTANT EXECUTIVE ENGINEER OFFICE DISTRICT PANCHAYATH PALAKKAD

Work Description

A n n u a l P l a n - D P - P K D - 2 0 2 5 - 2 6 - RENOVATION OF SCHOOL GROUND IN GHSS PATTENCHERY

Tender Information

Tender ID

2025_LSGD_813245_39

Reference Number

08/AEE/2025-26 DT 21.10.2025

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

180 days

Location

DISTRICT PANCHAYATH PALAKKAD

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredPRELIMINARYAGMNT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredEPAYMENT,INTEGRITYPACT (.pdf)

RequiredFORMOFTENDER (.pdf)

RequiredSBD,NIT (.pdf)

RequiredLICENSE,GST,PAN (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,183

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Feb 2026

Published

24 Oct 2025

Bid Opening

3 Nov 2025

Download Starts

24 Oct 2025

Download Ends

31 Oct 2025

Submission Starts

24 Oct 2025

BOQ Preview

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Work Name:Annual Plan-DP-PKD-2025-26- RENOVATION OF SCHOOL GROUND IN GHSS PATTENCHERY .PRO NO-977. ( RS-1000000.00,MGNR )---General Civil Work

Stage Documents

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Technical Evaluation

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Financial Evaluation

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Award of Contract

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Bid Opening Summary

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Company

HARIDASAN K

1₹7.3 LAccepted-AOC

Prasad K

2₹8.3 L+₹1.0 L (14.0%)Rejected-Finance

PRABHAKARAN.K

Rejected-Technical

Sl No	Description	Qty	Unit	HARIDASAN K L1	PRABHAKARAN.K L3	Prasad K L2
1.00SCHOOL GROUND RENNOVTION
1.00	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	9.64	cum	309.35 ₹2,983.37 Lowest	359.72 ₹3,469.14	352.17 ₹3,396.33
1.00	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	37.23	sqm	332.09 ₹12,363.71 Lowest	386.16 ₹14,376.74	378.05 ₹14,074.8
1.00	4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts	4.32	sqm	867.35 ₹3,746.95 Lowest	1,008.55 ₹4,356.94	987.37 ₹4,265.44
1.00	4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.	11.1	sqm	722.05 ₹8,014.76 Lowest	839.6 ₹9,319.56	821.97 ₹9,123.87
1.00	OD314574/2025-2026:Modified spec From Mord (Spec no.4.1.A.1): Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material.	11.91	cum	1,798.67 ₹21,422.16 Lowest	2,093.92 ₹24,938.59	2,049.95 ₹24,414.9
1.01	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)	22.05	cum	7,933.63 ₹1,74,920.67 Lowest	9,235.97 ₹2,03,634.67	9,042.01 ₹1,99,358.24
1.01	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.	0.11	cum	3,154.15 ₹356.42 Lowest	3,671.89 ₹414.92	3,594.78 ₹406.21
1.01	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	6.33	cum	2,183.57 ₹13,822 Lowest	2,542 ₹16,090.86	2,488.62 ₹15,752.96
1.01	OD310430/2025-2026: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.	1.62	cum	1,473.94 ₹2,387.78 Lowest	1,715.88 ₹2,779.73	1,679.85 ₹2,721.36

Sl No

Description

Qty

Unit

HARIDASAN K

PRABHAKARAN.K

Prasad K

1.00SCHOOL GROUND RENNOVTION

1.00

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

9.64

cum

309.35

₹2,983.37

Lowest

359.72

₹3,469.14

352.17

₹3,396.33

1.00

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

37.23

sqm

332.09

₹12,363.71

Lowest

386.16

₹14,376.74

378.05

₹14,074.8

1.00

4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts

4.32

sqm

867.35

₹3,746.95

Lowest

1,008.55

₹4,356.94

987.37

₹4,265.44

1.00

4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

11.1

sqm

722.05

₹8,014.76

Lowest

839.6

₹9,319.56

821.97

₹9,123.87

1.00

OD314574/2025-2026:Modified spec From Mord (Spec no.4.1.A.1): Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material.

11.91

cum

1,798.67

₹21,422.16

Lowest

2,093.92

₹24,938.59

2,049.95

₹24,414.9

1.01

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)

22.05

cum

7,933.63

₹1,74,920.67

Lowest

9,235.97

₹2,03,634.67

9,042.01

₹1,99,358.24

1.01

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.

0.11

cum

3,154.15

₹356.42

Lowest

3,671.89

₹414.92

3,594.78

₹406.21

1.01

15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

6.33

cum

2,183.57

₹13,822

Lowest

2,542

₹16,090.86

2,488.62

₹15,752.96

1.01

OD310430/2025-2026: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.

1.62

cum

1,473.94

₹2,387.78

Lowest

1,715.88

₹2,779.73

1,679.85

₹2,721.36