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Financial Eval

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Civil Works - Others

T S Y B P / P P 2 0 2 4 - 2 5 / P r o . N o . 4 7 / 2 5 - C H E N N A M PALLIPPURAM GP WARD 9 - CONSTRUCTION OF CULVERT ACROSS KANNANKERI VALEZHUTHU THODU

Local Self Government Department

Panavally | Alappuzha, Kerala

Amount: ₹4.7 LCloses: 10 Nov 2025Closed

Timeline

Published3 Nov 2025
Closed10 Nov 2025
Technical Evaluation17 Dec 2025
Financial Evaluation23 Feb 2026
Award—

Bids

Item Rate

2 Bids23 Feb 2026

#	Company	Amount	Rank	Status
1	AJU S L1₹4.4 LRejected-Finance	₹4.4 L	L1	Rejected-Finance Negotiation rejected by contractor as the LMR is low.
2	VIJAY V NAIR L2₹4.7 L+₹21,439 (4.82%)Rejected-Finance	₹4.7 L+₹21,439 (4.82%)	L2	Rejected-Finance Negotiation rejected by contractor as the LMR is low.

BoQ Comparative

Line Items (13)

Sl No	Description	Qty	Unit	VIJAY V NAIR L2	AJU S L1
1.00CONSTRUCTION OF PIPE CULVERT
1.00	2.13.A:Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (A) Upto 600 mm dia Hume pipe	10	metre	611.2 ₹6,112	583 ₹5,830 Lowest
1.00	OD331259/2025-2026:Bailing out using 5HP Engine including conveyance to site and erection cost of fuel, lubrication oil and other stores, pay of staff etc complete.( Modified DAR 60.2.2 )	25	hour	461.36 ₹11,534	440.1 ₹11,002.5 Lowest
1.00	OD331260/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. ( Modified DAR 60.1.2 )	10	metre	1,455.72 ₹14,557.2	1,388.7 ₹13,887 Lowest
1.00	11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth	19.5	cum	941.83 ₹18,365.69	898.5 ₹17,520.75 Lowest
1.00	14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3	9.2	cum	5,062.87 ₹46,578.4	4,830 ₹44,436 Lowest
1.01	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	12.58	cum	9,001.46 ₹1,13,265.37	8,587.3 ₹1,08,054 Lowest
1.01	OD331261/2025-2026:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete: 900 mm dia R.C.C. pipe ( Modified DAR 19.6.10 )	20	metre	5,498.82 ₹1,09,976.4	5,245.8 ₹1,04,916 Lowest
1.01	OD337168/2025-2026:Construction of subgrade and earthern shoulders Construction of subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site ,spreading ,grading to required slope and compacting to meet requirement of table 300.2 with lead up to 1000 m as per technical specification clause 303.1 (3.14 modified with increased compensation and additional conveyance CHERTHALA TALUK DSoR 2021) WITH POWER ROLLER	3.62	cum	1,311.65 ₹4,741.61	1,251.3 ₹4,523.45 Lowest
1.01	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	2.42	cum	2,484.07 ₹5,999.03	2,369.8 ₹5,723.07 Lowest

Tender Value

₹4.7 L

EMD Value

₹11,648

Closing Date

10 Nov 2025, 4:00 pmClosed

Tender Inviting Organisation

Name

The Assistant Engineer

Address

LSGD Sub division Thycattussery BP

Work Description

The pipe culvert is proposed for the site .The 4 line single row of 900mm RCC NP2 pipe of total length 20.m is proposed.Clear span of the culvert is 4.60m. The width and height of the culvert is 3.50m and1.7m respectively

Tender Information

Tender ID

2025_LSGD_810847_2

Reference Number

LSGD/CELSGD/TR/73035/2024

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

240 days

Location

Panavally

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

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Fee/PreQual/Technical/Finance

RequiredDuly filled and signed copy of Affidavit (.pdf)

RequiredCopy of Bid security and bid submission fee remittance (.pdf)

RequiredDuly filled and signed copy of preliminary agreement (.pdf)

RequiredDuly filled and signed copy of Integrity pact certificate (.pdf)

RequiredSelf attested Copy of the bidders valid registration certificate (.pdf)

RequiredDuly filled and signed copy of Bid submission letter (.pdf)

RequiredDuly filled and signed copy of Requisition for e-payment (.pdf)

RequiredStandard Bid documents with tender notice (.pdf)

RequiredGST registration certificate (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,030

EMD Fee Amount

₹11,648

Important Dates

Last Activity

23 Feb 2026

Published

3 Nov 2025

Bid Opening

11 Nov 2025

Download Starts

3 Nov 2025

Download Ends

10 Nov 2025

Submission Starts

3 Nov 2025

Stage Documents

Stage Summary Snapshot

stage.html

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Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Bid Opening Summary

finance_1371816.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1371816.xls

BOQ • 0.31 MB

viewsbd.pdf

Tender Documents • 2.40 MB

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Company

AJU S

L1₹4.4 LRejected-Finance

VIJAY V NAIR

L2₹4.7 L+₹21,439 (4.82%)Rejected-Finance

Sl No	Description	Qty	Unit	VIJAY V NAIR L2	AJU S L1
1.00CONSTRUCTION OF PIPE CULVERT
1.00	2.13.A:Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (A) Upto 600 mm dia Hume pipe	10	metre	611.2 ₹6,112	583 ₹5,830 Lowest
1.00	OD331259/2025-2026:Bailing out using 5HP Engine including conveyance to site and erection cost of fuel, lubrication oil and other stores, pay of staff etc complete.( Modified DAR 60.2.2 )	25	hour	461.36 ₹11,534	440.1 ₹11,002.5 Lowest
1.00	OD331260/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. ( Modified DAR 60.1.2 )	10	metre	1,455.72 ₹14,557.2	1,388.7 ₹13,887 Lowest
1.00	11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth	19.5	cum	941.83 ₹18,365.69	898.5 ₹17,520.75 Lowest
1.00	14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3	9.2	cum	5,062.87 ₹46,578.4	4,830 ₹44,436 Lowest
1.01	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6	12.58	cum	9,001.46 ₹1,13,265.37	8,587.3 ₹1,08,054 Lowest
1.01	OD331261/2025-2026:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete: 900 mm dia R.C.C. pipe ( Modified DAR 19.6.10 )	20	metre	5,498.82 ₹1,09,976.4	5,245.8 ₹1,04,916 Lowest
1.01	OD337168/2025-2026:Construction of subgrade and earthern shoulders Construction of subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site ,spreading ,grading to required slope and compacting to meet requirement of table 300.2 with lead up to 1000 m as per technical specification clause 303.1 (3.14 modified with increased compensation and additional conveyance CHERTHALA TALUK DSoR 2021) WITH POWER ROLLER	3.62	cum	1,311.65 ₹4,741.61	1,251.3 ₹4,523.45 Lowest
1.01	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	2.42	cum	2,484.07 ₹5,999.03	2,369.8 ₹5,723.07 Lowest

Sl No

Description

Qty

Unit

VIJAY V NAIR

AJU S

1.00CONSTRUCTION OF PIPE CULVERT

1.00

2.13.A:Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (A) Upto 600 mm dia Hume pipe

metre

611.2

₹6,112

583

₹5,830

Lowest

1.00

OD331259/2025-2026:Bailing out using 5HP Engine including conveyance to site and erection cost of fuel, lubrication oil and other stores, pay of staff etc complete.( Modified DAR 60.2.2 )

hour

461.36

₹11,534

440.1

₹11,002.5

Lowest

1.00

OD331260/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. ( Modified DAR 60.1.2 )

metre

1,455.72

₹14,557.2

1,388.7

₹13,887

Lowest

1.00

11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth

19.5

cum

941.83

₹18,365.69

898.5

₹17,520.75

Lowest

1.00

14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

9.2

cum

5,062.87

₹46,578.4

4,830

₹44,436

Lowest

1.01

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

12.58

cum

9,001.46

₹1,13,265.37

8,587.3

₹1,08,054

Lowest

1.01

OD331261/2025-2026:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete: 900 mm dia R.C.C. pipe ( Modified DAR 19.6.10 )

metre

5,498.82

₹1,09,976.4

5,245.8

₹1,04,916

Lowest

1.01

OD337168/2025-2026:Construction of subgrade and earthern shoulders Construction of subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site ,spreading ,grading to required slope and compacting to meet requirement of table 300.2 with lead up to 1000 m as per technical specification clause 303.1 (3.14 modified with increased compensation and additional conveyance CHERTHALA TALUK DSoR 2021) WITH POWER ROLLER

3.62

cum

1,311.65

₹4,741.61

1,251.3

₹4,523.45

Lowest

1.01

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

2.42

cum

2,484.07

₹5,999.03

2,369.8

₹5,723.07

Lowest