Kerala

AOC

Works

Civil Works - Buildings

PWD NH Section Office VatakaraConstruction of Compound wall- Renovation work

Public Works Department

Vadakara | Kozhikode, Kerala

Amount: ₹10.6 LCloses: 7 Aug 2025Closed

Timeline

Published2 Aug 2025
Closed7 Aug 2025
Technical Evaluation12 Aug 2025
Awarded17 Sept 2025

Bids

Item Rate

4 Bids17 Sept 2025

#	Company	Amount	Rank	Status
1	ABDUL RAHIMAN MASHOOD B I L1₹8.3 LAccepted-AOC KUDLU PO KASARAGOD \| KASARAGOD \| KASARAGOD \| KERALA \| 671124	₹8.3 L	L1	Accepted-AOC Agreement executed
2	ABDUL KHADER SHEHEEM L2₹8.7 L+₹36,419.01 (4.39%)Rejected-AOC	₹8.7 L+₹36,419.01 (4.39%)	L2	Rejected-AOC Rejected
3	Santhosh Kumar K.V. L3₹9.0 L+₹68,340.99 (8.24%)Rejected-Finance	₹9.0 L+₹68,340.99 (8.24%)	L3	Rejected-Finance Higher amount quoted
4	SANEESH SD L4₹9.2 L+₹90,210.10 (10.9%)Rejected-Finance	₹9.2 L+₹90,210.10 (10.9%)	L4	Rejected-Finance Higher amount quoted

BoQ Comparative

Line Items (34)

Sl No	Description	Qty	Unit	SANEESH SD L4	ABDUL KHADER SHEHEEM L2	Santhosh Kumar K.V. L3	ABDUL RAHIMAN MASHOOD B I L1
1.00Compound wall
1.00	2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock	53.13	cum	413.4 ₹21,963.94	389.15 ₹20,675.54	430 ₹22,845.9	372.78 ₹19,805.8 Lowest
1.00	7.1.1: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)	18.23	cum	6,659.7 ₹1,21,373.03	6,269.63 ₹1,14,264.01	6,100 ₹1,11,172.5	6,006 ₹1,09,459.35 Lowest
1.00	7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)	13.5	cum	8,283.5 ₹1,11,827.25	7,798.28 ₹1,05,276.78	8,100 ₹1,09,350	7,470.37 ₹1,00,850 Lowest
1.00	50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.	21.6	cum	7,212.5 ₹1,55,790	6,790.04 ₹1,46,664.86	6,500 ₹1,40,400 Lowest	6,504.53 ₹1,40,497.85
1.00	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)	0.82	cum	8,372 ₹6,831.55	7,881.68 ₹6,431.45	9,300 ₹7,588.8	7,550.27 ₹6,161.02 Lowest
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)	0.64	cum	10,194.6 ₹6,524.54	9,597.53 ₹6,142.42	9,900 ₹6,336	9,193.97 ₹5,884.14 Lowest
1.01	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	9.52	sqm	805 ₹7,663.6	757.86 ₹7,214.83	850 ₹8,092	726 ₹6,911.52 Lowest
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	81.6	kilogram	89.7 ₹7,319.52	84.48 ₹6,893.57	81 ₹6,609.6	80.92 ₹6,603.07 Lowest
1.01	5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more	64	kg	89.7 ₹5,740.8	84.48 ₹5,406.72	81 ₹5,184	80.92 ₹5,178.88 Lowest

Tender Value

₹10.6 L

EMD Value

₹26,463

Closing Date

7 Aug 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Office of the Assistant Executive Engineer, PWD Building Subdiv ision, Koyilandy

Work Description

Construction of Compound wall-- Renovation work

Tender Information

Tender ID

2025_PWD_782026_1

Reference Number

PWD/2025-26/D1/BSDKYL/12

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

90 days

Location

Vadakara

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredPreliminary Agreement (.pdf)

RequiredE Payment (.pdf)

RequiredLicense (.pdf)

RequiredGST PAN (.pdf)

RequiredTender Notice (.pdf)

RequiredSBD (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹26,463

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Oct 2025

Published

2 Aug 2025

Bid Opening

11 Aug 2025

Download Starts

2 Aug 2025

Download Ends

7 Aug 2025

Submission Starts

2 Aug 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

finance_1282717.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

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Company

ABDUL RAHIMAN MASHOOD B I

L1₹8.3 LAccepted-AOC

KUDLU PO KASARAGOD | KASARAGOD | KASARAGOD | KERALA | 671124

ABDUL KHADER SHEHEEM

L2₹8.7 L+₹36,419.01 (4.39%)Rejected-AOC

Santhosh Kumar K.V.

L3₹9.0 L+₹68,340.99 (8.24%)Rejected-Finance

SANEESH SD

L4₹9.2 L+₹90,210.10 (10.9%)Rejected-Finance

Sl No	Description	Qty	Unit	SANEESH SD L4	ABDUL KHADER SHEHEEM L2	Santhosh Kumar K.V. L3	ABDUL RAHIMAN MASHOOD B I L1
1.00Compound wall
1.00	2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock	53.13	cum	413.4 ₹21,963.94	389.15 ₹20,675.54	430 ₹22,845.9	372.78 ₹19,805.8 Lowest
1.00	7.1.1: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)	18.23	cum	6,659.7 ₹1,21,373.03	6,269.63 ₹1,14,264.01	6,100 ₹1,11,172.5	6,006 ₹1,09,459.35 Lowest
1.00	7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)	13.5	cum	8,283.5 ₹1,11,827.25	7,798.28 ₹1,05,276.78	8,100 ₹1,09,350	7,470.37 ₹1,00,850 Lowest
1.00	50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.	21.6	cum	7,212.5 ₹1,55,790	6,790.04 ₹1,46,664.86	6,500 ₹1,40,400 Lowest	6,504.53 ₹1,40,497.85
1.00	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)	0.82	cum	8,372 ₹6,831.55	7,881.68 ₹6,431.45	9,300 ₹7,588.8	7,550.27 ₹6,161.02 Lowest
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)	0.64	cum	10,194.6 ₹6,524.54	9,597.53 ₹6,142.42	9,900 ₹6,336	9,193.97 ₹5,884.14 Lowest
1.01	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	9.52	sqm	805 ₹7,663.6	757.86 ₹7,214.83	850 ₹8,092	726 ₹6,911.52 Lowest
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	81.6	kilogram	89.7 ₹7,319.52	84.48 ₹6,893.57	81 ₹6,609.6	80.92 ₹6,603.07 Lowest
1.01	5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more	64	kg	89.7 ₹5,740.8	84.48 ₹5,406.72	81 ₹5,184	80.92 ₹5,178.88 Lowest

Sl No

Description

Qty

Unit

SANEESH SD

ABDUL KHADER SHEHEEM

Santhosh Kumar K.V.

ABDUL RAHIMAN MASHOOD B I

1.00Compound wall

1.00

2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock

53.13

cum

413.4

₹21,963.94

389.15

₹20,675.54

430

₹22,845.9

372.78

₹19,805.8

Lowest

1.00

7.1.1: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)

18.23

cum

6,659.7

₹1,21,373.03

6,269.63

₹1,14,264.01

6,100

₹1,11,172.5

6,006

₹1,09,459.35

Lowest

1.00

7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)

13.5

cum

8,283.5

₹1,11,827.25

7,798.28

₹1,05,276.78

8,100

₹1,09,350

7,470.37

₹1,00,850

Lowest

1.00

50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.

21.6

cum

7,212.5

₹1,55,790

6,790.04

₹1,46,664.86

6,500

₹1,40,400

Lowest

6,504.53

₹1,40,497.85

1.00

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)

0.82

cum

8,372

₹6,831.55

7,881.68

₹6,431.45

9,300

₹7,588.8

7,550.27

₹6,161.02

Lowest

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)

0.64

cum

10,194.6

₹6,524.54

9,597.53

₹6,142.42

9,900

₹6,336

9,193.97

₹5,884.14

Lowest

1.01

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

9.52

sqm

805

₹7,663.6

757.86

₹7,214.83

850

₹8,092

726

₹6,911.52

Lowest

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

81.6

kilogram

89.7

₹7,319.52

84.48

₹6,893.57

₹6,609.6

80.92

₹6,603.07

Lowest

1.01

5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more

89.7

₹5,740.8

84.48

₹5,406.72

₹5,184

80.92

₹5,178.88

Lowest