Kerala

AOC

Works

Civil Works - Buildings

Annual Plan-Project No.141/26-Renovation Of Kolachery Mini Stadium in Kolachery Gramapanchayath-General Civil Work

Local Self Government Department

KOLACHERY G P | Kannur, Kerala

Amount: ₹22.0 LCloses: 26 Sept 2025Closed

Timeline

Published19 Sept 2025
Closed26 Sept 2025
Technical Evaluation29 Sept 2025
Awarded21 Oct 2025

Bids

Item Rate

4 Bids21 Oct 2025

#	Company	Amount	Rank	Status
1	SUBAIR. K.S. L1₹19.2 LAccepted-AOC NULL	₹19.2 L	L1	Accepted-AOC Agreement executed AE/LSGD/KLY/37-25-26 dated14/10/2025
2	E P ARUN KUMAR L2₹20.1 L+₹96,087.70 (5.01%)Rejected-AOC	₹20.1 L+₹96,087.70 (5.01%)	L2	Rejected-AOC higher rate not admitted
3	MUHAMMAD ASHRAF CP L3₹20.6 L+₹1.4 L (7.38%)Rejected-AOC	₹20.6 L+₹1.4 L (7.38%)	L3	Rejected-AOC higher rate not admitted
4	Prakashan VV L4₹20.9 L+₹1.7 L (8.93%)Rejected-AOC	₹20.9 L+₹1.7 L (8.93%)	L4	Rejected-AOC higher rate not admitted

BoQ Comparative

Line Items (58)

Sl No	Description	Qty	Unit	MUHAMMAD ASHRAF CP L3	E P ARUN KUMAR L2	SUBAIR. K.S. L1	Prakashan VV L4
1.00Stadium Improvement
1.00	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	88.16	cum	224.82 ₹19,821.03	219.87 ₹19,384.62	200 ₹17,632.8 Lowest	228.07 ₹20,107.56
1.00	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	21.77	cum	2,218.32 ₹48,295.04	2,169.45 ₹47,231.1	1,800 ₹39,187.8 Lowest	2,250.35 ₹48,992.37
1.00	15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In lime mortar	9.07	cum	1,321.15 ₹11,986.79	1,292.04 ₹11,722.68	1,200 ₹10,887.6 Lowest	1,340.22 ₹12,159.82
1.00	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.	13.68	cum	3,204.34 ₹43,825.76	3,133.74 ₹42,860.16	2,500 ₹34,192.5 Lowest	3,250.6 ₹44,458.46
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	6.34	cum	313.92 ₹1,989	307 ₹1,945.15	300 ₹1,900.8 Lowest	318.45 ₹2,017.7
1.01	2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock	22.62	cum	572.87 ₹12,958.32	560.25 ₹12,672.86	550 ₹12,441 Lowest	581.15 ₹13,145.61
1.01	4.1.8: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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	3.97	cum	6,922.77 ₹27,511.09	6,770.25 ₹26,904.97 Lowest	7,000 ₹27,818	7,022.72 ₹27,908.29
1.01	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	2,394.9	kilogram	98.11 ₹2,34,963.64	95.95 ₹2,29,790.66	85 ₹2,03,566.5 Lowest	99.53 ₹2,38,364.4
1.01	5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	9.75	cum	11,145.85 ₹1,08,638.6	10,900.29 ₹1,06,245.13 Lowest	11,000 ₹1,07,217	11,306.78 ₹1,10,207.18

Tender Value

₹22.0 L

EMD Value

₹50,000

Closing Date

26 Sept 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

The Assistant Engineer, LSGD, LID and EW Section, Kolachery Grama Panchayat

Work Description

Annual Plan-Project No.141/26-Renovation Of Kolachery Mini Stadium in Kolachery Gramapanchayath-General Civil Work

Tender Information

Tender ID

2025_LSGD_798705_1

Reference Number

AE/LSGD/KGP/eT/2025-26(4)

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

270 days

Location

KOLACHERY G P

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredE - PAYMENT FORM (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredSTANDARD BID DOCUMENT COMBINED WITH NIT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Oct 2025

Published

19 Sept 2025

Bid Opening

29 Sept 2025

Download Starts

19 Sept 2025

Download Ends

26 Sept 2025

Submission Starts

19 Sept 2025

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

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Tender Page Snapshot

details.html

html • 0.03 MB

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Company

SUBAIR. K.S.

L1₹19.2 LAccepted-AOC

NULL

E P ARUN KUMAR

L2₹20.1 L+₹96,087.70 (5.01%)Rejected-AOC

MUHAMMAD ASHRAF CP

L3₹20.6 L+₹1.4 L (7.38%)Rejected-AOC

Prakashan VV

L4₹20.9 L+₹1.7 L (8.93%)Rejected-AOC

Sl No	Description	Qty	Unit	MUHAMMAD ASHRAF CP L3	E P ARUN KUMAR L2	SUBAIR. K.S. L1	Prakashan VV L4
1.00Stadium Improvement
1.00	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	88.16	cum	224.82 ₹19,821.03	219.87 ₹19,384.62	200 ₹17,632.8 Lowest	228.07 ₹20,107.56
1.00	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	21.77	cum	2,218.32 ₹48,295.04	2,169.45 ₹47,231.1	1,800 ₹39,187.8 Lowest	2,250.35 ₹48,992.37
1.00	15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In lime mortar	9.07	cum	1,321.15 ₹11,986.79	1,292.04 ₹11,722.68	1,200 ₹10,887.6 Lowest	1,340.22 ₹12,159.82
1.00	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.	13.68	cum	3,204.34 ₹43,825.76	3,133.74 ₹42,860.16	2,500 ₹34,192.5 Lowest	3,250.6 ₹44,458.46
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	6.34	cum	313.92 ₹1,989	307 ₹1,945.15	300 ₹1,900.8 Lowest	318.45 ₹2,017.7
1.01	2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock	22.62	cum	572.87 ₹12,958.32	560.25 ₹12,672.86	550 ₹12,441 Lowest	581.15 ₹13,145.61
1.01	4.1.8: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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	3.97	cum	6,922.77 ₹27,511.09	6,770.25 ₹26,904.97 Lowest	7,000 ₹27,818	7,022.72 ₹27,908.29
1.01	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	2,394.9	kilogram	98.11 ₹2,34,963.64	95.95 ₹2,29,790.66	85 ₹2,03,566.5 Lowest	99.53 ₹2,38,364.4
1.01	5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	9.75	cum	11,145.85 ₹1,08,638.6	10,900.29 ₹1,06,245.13 Lowest	11,000 ₹1,07,217	11,306.78 ₹1,10,207.18

Sl No

Description

Qty

Unit

MUHAMMAD ASHRAF CP

E P ARUN KUMAR

SUBAIR. K.S.

Prakashan VV

1.00Stadium Improvement

1.00

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

88.16

cum

224.82

₹19,821.03

219.87

₹19,384.62

200

₹17,632.8

Lowest

228.07

₹20,107.56

1.00

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

21.77

cum

2,218.32

₹48,295.04

2,169.45

₹47,231.1

1,800

₹39,187.8

Lowest

2,250.35

₹48,992.37

1.00

15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In lime mortar

9.07

cum

1,321.15

₹11,986.79

1,292.04

₹11,722.68

1,200

₹10,887.6

Lowest

1,340.22

₹12,159.82

1.00

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.

13.68

cum

3,204.34

₹43,825.76

3,133.74

₹42,860.16

2,500

₹34,192.5

Lowest

3,250.6

₹44,458.46

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

6.34

cum

313.92

₹1,989

307

₹1,945.15

300

₹1,900.8

Lowest

318.45

₹2,017.7

1.01

2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock

22.62

cum

572.87

₹12,958.32

560.25

₹12,672.86

550

₹12,441

Lowest

581.15

₹13,145.61

1.01

4.1.8: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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

3.97

cum

6,922.77

₹27,511.09

6,770.25

₹26,904.97

Lowest

7,000

₹27,818

7,022.72

₹27,908.29

1.01

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

2,394.9

kilogram

98.11

₹2,34,963.64

95.95

₹2,29,790.66

₹2,03,566.5

Lowest

99.53

₹2,38,364.4

1.01

5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

9.75

cum

11,145.85

₹1,08,638.6

10,900.29

₹1,06,245.13

Lowest

11,000

₹1,07,217

11,306.78

₹1,10,207.18