Kerala

AOC

Works

Civil Works - Others

Pr No 302/26-Pooyappally Pond Renovation - Interlock Paving and Bench Creation Pooyappally Grama Panchayat under Annual Plan 2025-26

Local Self Government Department

POOYAPPALLY GP | Kollam, Kerala

Amount: ₹2.5 LCloses: 9 Mar 2026Closed

Timeline

Published2 Mar 2026
Closed9 Mar 2026
Technical Evaluation1 Apr 2026
Financial Evaluation1 Apr 2026
Awarded17 Aug 2026

Bids

Percentage

2 Bids17 Aug 2026

#	Company	Amount	Rank	Status
1	baiju L1₹2.4 LAccepted-AOC 22045 R 100 M S PANJIPILLAI GINDADA P O KERALA \| IDUKKI \| KERALA \| 685501	₹2.4 L	L1	Accepted-AOC Vide Agt No. 52/AE/LID EW/PPLY/2025-26 Dtd 04/08/2026 Sri. Baiju S executed agreement
2	RENJITH G L2₹2.4 L+₹1,291.36 (0.54%)Rejected-AOC GOPIKA BHAVAN MARUTHAMONPPALLY POOYAPPALLY P O \| THIRUVANANTHAPURAM \| KERALA \| 695001	₹2.4 L+₹1,291.36 (0.54%)	L2	Rejected-AOC Vide Agt No. 52/AE/LID EW/PPLY/2025-26 Dtd 04/08/2026 Sri. Baiju S executed agreement

Tender Value

₹2.5 L

EMD Value

₹6,330

Closing Date

9 Mar 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

The Assistant Engineer, LSGD Section, Pooyappally

Address

The Assistant Engineer, LSGD Section, Pooyappally Grama Panchayat

Work Description

Pr No 302/26-Pooyappally Pond Renovation - Interlock Paving and Bench Creation Pooyappally Grama Panchayat under Annual Plan 2025-26

Tender Information

Tender ID

2026_LSGD_837425_6

Reference Number

5/2025-26/AE/LIDEW/PPLY

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

120 days

Location

POOYAPPALLY 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

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹560

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,330

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Aug 2026

Published

2 Mar 2026

Bid Opening

11 Mar 2026

Download Starts

2 Mar 2026

Download Ends

9 Mar 2026

Submission Starts

2 Mar 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Renovation of Pond
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	-	cum	359.72	-
1.002	50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete	-	cum	6,831.14	-
1.003	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	10,488.77	-
1.004	5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars	-	kg	111.54	-
1.005	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	-	sqm	961.24	-
1.006	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	-	sqm	369.76	-
1.007	13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)	-	sqm	317.31	-
1.008	13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer	-	sqm	80.85	-
1.009	16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30	-	cum	3,333.28	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

boq_comp_chart.xlsx

xlsx

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.31 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

BOQ_1420808.xls

BOQ • 0.32 MB

302sbdmerged.pdf

Tender Documents • 1.79 MB

302PreliAgtNew.pdf

Tender Documents • 0.50 MB

302FOTNew.pdf

Tender Documents • 0.33 MB

302AffidvtNew.pdf

Tender Documents • 0.32 MB

Ready to Participate?

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Company

baiju

L1₹2.4 LAccepted-AOC

22045 R 100 M S PANJIPILLAI GINDADA P O KERALA | IDUKKI | KERALA | 685501

RENJITH G

L2₹2.4 L+₹1,291.36 (0.54%)Rejected-AOC

GOPIKA BHAVAN MARUTHAMONPPALLY POOYAPPALLY P O | THIRUVANANTHAPURAM | KERALA | 695001

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Renovation of Pond
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	-	cum	359.72	-
1.002	50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete	-	cum	6,831.14	-
1.003	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	10,488.77	-
1.004	5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars	-	kg	111.54	-
1.005	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	-	sqm	961.24	-
1.006	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	-	sqm	369.76	-
1.007	13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)	-	sqm	317.31	-
1.008	13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer	-	sqm	80.85	-
1.009	16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30	-	cum	3,333.28	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Renovation of Pond

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

cum

359.72

1.002

50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

cum

6,831.14

1.003

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

10,488.77

1.004

5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars

111.54

1.005

5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

sqm

961.24

1.006

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

sqm

369.76

1.007

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

sqm

317.31

1.008

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

sqm

80.85

1.009

16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30

cum

3,333.28