Kerala

Technical Eval

Works

Civil Works - Buildings

GENERAL - Kaduthuruthy Division Construction of Open Stage at Govt. H S Manjoor - General Civil Work

Kerala State Nirmithi Kendra

Manjoor | Kottayam, Kerala

Amount: ₹12.0 LCloses: 17 Mar 2026Closed

Timeline

Published10 Mar 2026
Closed17 Mar 2026
Technical Evaluation23 Jul 2026
Award—

Bids

3 Bids23 Jul 2026

#	Company	Status
1	Sijimol George Accepted-Technical PIRAVOM PO ERNAKULAM PIN 686664 \| ERNAKULAM \| ERNAKULAM \| KERALA \| 686664	Accepted-Technical All Documents submitted as per NIT and found OK.
2	SIJU RAJ Accepted-Technical	Accepted-Technical All Documents submitted as per NIT and found OK.
3	BIBIN BABY Rejected-Technical	Rejected-Technical All documents submitted are not as per NIT hence rejected

Tender Value

₹12.0 L

EMD Value

₹29,976

Closing Date

17 Mar 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Regional Engineer

Address

Regional Engineer Kerala State Nirmithi Kendra, Regional Office, Vallichira P.O, Pala PIN 686574

Work Description

Earth work, PCC, Centering and Shuttering, RCC, Solid block masonry, Steel work, Painting etc

Tender Information

Tender ID

2026_KSNK_845905_1

Reference Number

KSNK/TECH/PALA/COSG-167R1/2026

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

270 days

Location

Manjoor

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Refer NIT

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredFilled and Signed Preliminary Agreement (.pdf)

RequiredSigned Tender Conditions (.pdf)

Requirede-payment form (.pdf)

RequiredCopy of contractor valid registration /Experience details as per NIT (.pdf)

Finance

RequiredSchedule of rates (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,398

EMD Fee Amount

₹29,976

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

23 Jul 2026

Published

10 Mar 2026

Bid Opening

19 Mar 2026

Download Starts

10 Mar 2026

Download Ends

17 Mar 2026

Submission Starts

10 Mar 2026

Clarification Period

10 Mar 2026 - 17 Mar 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (18 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Stage
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	1	m3	1.25	₹1.25
1.002	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)	1	m3	1.25	₹1.25
1.003	5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	1	m2	1.25	₹1.25
1.004	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)	-	m3	1.25	-
1.005	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)	-	m3	1.25	-
1.006	5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	-	m2	1.25	-
1.007	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	-	kg	1.25	-
1.008	50.2.25.1 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	-	m3	1.25	-
1.009	50.6.1.4 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 (1 cement : 6 coarse sand ) etc complete	1	m3	1.25	₹1.25

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Work Item Documents

Agreement.pdf

Tender Documents • 0.22 MB

TenderCondition.pdf

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Company

Sijimol George

Accepted-Technical

PIRAVOM PO ERNAKULAM PIN 686664 | ERNAKULAM | ERNAKULAM | KERALA | 686664

SIJU RAJ

Accepted-Technical

BIBIN BABY

Rejected-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Stage
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	1	m3	1.25	₹1.25
1.002	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)	1	m3	1.25	₹1.25
1.003	5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	1	m2	1.25	₹1.25
1.004	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)	-	m3	1.25	-
1.005	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)	-	m3	1.25	-
1.006	5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	-	m2	1.25	-
1.007	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	-	kg	1.25	-
1.008	50.2.25.1 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	-	m3	1.25	-
1.009	50.6.1.4 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 (1 cement : 6 coarse sand ) etc complete	1	m3	1.25	₹1.25

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Stage

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

1.25

₹1.25

1.002

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)

1.25

₹1.25

1.003

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

1.25

₹1.25

1.004

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)

1.25

1.005

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)

1.25

1.006

5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

1.25

1.007

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

1.25

1.008

50.2.25.1 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

1.25

1.009

50.6.1.4 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 (1 cement : 6 coarse sand ) etc complete

1.25

₹1.25