Kerala

Financial Eval

Works

Civil Works - Others

Vellikkeel Eco Park, Kannur

Habitat Technology Group

Kannur, Kerala

Amount: Refer DocsCloses: 24 Oct 2025Closed

Timeline

Published17 Oct 2025
Closed24 Oct 2025
Technical Evaluation30 Oct 2025
Financial Evaluation3 Nov 2025
Award—

Bids

Item Rate

2 Bids3 Nov 2025

#	Company	Amount	Rank	Status
1	SHIJITH M 1₹5.0 CrAccepted-Finance GOPIKA HOUSE KOTTAKUNNU SULTHAN BATHERY POST WAYANAD KERALA 673592 \| WAYANAD \| KERALA \| 673592	₹5.0 Cr	1	Accepted-Finance L1
2	saaj constructions 2₹5.2 Cr+₹19.7 L (3.90%)Rejected-Finance	₹5.2 Cr+₹19.7 L (3.90%)	2	Rejected-Finance L2

BoQ Comparative

Line Items (214)

Sl No	Description	Qty	Unit	SHIJITH M L1	saaj constructions L2
1.00CIVIL WORKS
1.00	Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 120 cm girth up to and including 240 cm girth	5	no	9,052.03 ₹45,260.15 Lowest	9,411.11 ₹47,055.55
1.00	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	610	m3	290.55 ₹1,77,236.72 Lowest	302.07 ₹1,84,262.7
1.00	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 : 8 graded stone aggregate 40 nominal size)	145	m3	6,667.34 ₹9,66,764.3 Lowest	6,931.83 ₹10,05,115.35
1.00	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)	540	m3	7,048.78 ₹38,06,341.2 Lowest	7,328.4 ₹39,57,336
1.00	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	585	m3	252.95 ₹1,47,975.75 Lowest	262.99 ₹1,53,849.15
1.01	Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge	100	m3	454.82 ₹45,482 Lowest	472.86 ₹47,286.3
1.01	DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.	200	m3	2,550.05 ₹5,10,010 Lowest	2,651.21 ₹5,30,242
1.01	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 - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20	1,040	m3	2,840.56 ₹29,54,182.4 Lowest	2,953.25 ₹30,71,380
1.01	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) (M20)	161	m3	8,888.45 ₹14,31,040.45 Lowest	9,241.05 ₹14,87,809.05

Tender Value

Refer Docs

EMD Value

₹1 L

Closing Date

24 Oct 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

General Manager and Senior Engineer

Address

Habitat Technology Group, Poojappura, trivandrum

Work Description

Vellikkeel Eco Park, Kannur

Tender Information

Tender ID

2025_HTG_811009_1

Reference Number

HTG/TRSM/VEP/2025-26/03

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Location

Kannur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredConditions (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹8,850

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Nov 2025

Published

17 Oct 2025

Bid Opening

27 Oct 2025

Download Starts

17 Oct 2025

Download Ends

24 Oct 2025

Submission Starts

17 Oct 2025

Clarification Period

17 Oct 2025 - 24 Oct 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.35 MB

Work Item Documents

Conditions.pdf

Tender Documents • 0.60 MB

Design.pdf

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Download all tender documents and submit your bid

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Company

SHIJITH M

1₹5.0 CrAccepted-Finance

GOPIKA HOUSE KOTTAKUNNU SULTHAN BATHERY POST WAYANAD KERALA 673592 | WAYANAD | KERALA | 673592

saaj constructions

2₹5.2 Cr+₹19.7 L (3.90%)Rejected-Finance

Sl No	Description	Qty	Unit	SHIJITH M L1	saaj constructions L2
1.00CIVIL WORKS
1.00	Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 120 cm girth up to and including 240 cm girth	5	no	9,052.03 ₹45,260.15 Lowest	9,411.11 ₹47,055.55
1.00	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	610	m3	290.55 ₹1,77,236.72 Lowest	302.07 ₹1,84,262.7
1.00	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 : 8 graded stone aggregate 40 nominal size)	145	m3	6,667.34 ₹9,66,764.3 Lowest	6,931.83 ₹10,05,115.35
1.00	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)	540	m3	7,048.78 ₹38,06,341.2 Lowest	7,328.4 ₹39,57,336
1.00	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	585	m3	252.95 ₹1,47,975.75 Lowest	262.99 ₹1,53,849.15
1.01	Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge	100	m3	454.82 ₹45,482 Lowest	472.86 ₹47,286.3
1.01	DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.	200	m3	2,550.05 ₹5,10,010 Lowest	2,651.21 ₹5,30,242
1.01	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 - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20	1,040	m3	2,840.56 ₹29,54,182.4 Lowest	2,953.25 ₹30,71,380
1.01	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) (M20)	161	m3	8,888.45 ₹14,31,040.45 Lowest	9,241.05 ₹14,87,809.05

Sl No

Description

Qty

Unit

SHIJITH M

saaj constructions

1.00CIVIL WORKS

1.00

Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 120 cm girth up to and including 240 cm girth

9,052.03

₹45,260.15

Lowest

9,411.11

₹47,055.55

1.00

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

610

290.55

₹1,77,236.72

Lowest

302.07

₹1,84,262.7

1.00

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 : 8 graded stone aggregate 40 nominal size)

145

6,667.34

₹9,66,764.3

Lowest

6,931.83

₹10,05,115.35

1.00

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)

540

7,048.78

₹38,06,341.2

Lowest

7,328.4

₹39,57,336

1.00

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

585

252.95

₹1,47,975.75

Lowest

262.99

₹1,53,849.15

1.01

Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

100

454.82

₹45,482

Lowest

472.86

₹47,286.3

1.01

DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

200

2,550.05

₹5,10,010

Lowest

2,651.21

₹5,30,242

1.01

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 - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20

1,040

2,840.56

₹29,54,182.4

Lowest

2,953.25

₹30,71,380

1.01

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) (M20)

161

8,888.45

₹14,31,040.45

Lowest

9,241.05

₹14,87,809.05