Kerala

Cancelled

Works

Miscellaneous Works

Construction of 150 KL MS tank, 20 KL overhead MS tank including civil foundation works and Pump room complete in all respects for RVSF at SILK -SFU Cherthala

Steel Industrials Kerala Limited

Cherthala | Alappuzha, Kerala

Amount: Refer DocsCloses: 21 May 2026Closed

Timeline

Published14 May 2026
Closed21 May 2026
Cancelled20 Jul 2026

Bids

3 Bids20 Jul 2026

#	Company	Status
1	CSG CONSTRUCTIONS Accepted-Technical	Accepted-Technical Technically Qualified
2	SM CONSTRUCTIONS Accepted-Technical	Accepted-Technical Technically Qualified
3	K.K. George Not Admitted-Fee/PreQual/Technical 1205 SUB TREASURY KOLENCHERY \| KANNUR \| KERALA \| 670511	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification

Cancellation Details

Cancellation of Tender

Cancellation of TenderCancellation of TenderReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 20 Jul 2026

Tender Value

Refer Docs

EMD Value

₹50,000

Closing Date

21 May 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

MANAGING DIRECTOR

Address

STEEL INDUSTRIALS KERALA LTD SILK Nagar, Athani P. O. Mulamgunnathukavu, Thrissur - 680 581, Kerala, India

Work Description

Construction of 150 KL MS tank, 20 KL overhead MS tank including civil foundation works and Pump room complete in all respects for RVSF at SILK -SFU Cherthala

Tender Information

Tender ID

2026_SILK_850947_1

Reference Number

SILK/RVSF/SFU/2026-27/20

Tender Type

Open Tender

Product Category

Miscellaneous Works

Form of Contract

Item Rate

Period of Work

30 days

Location

Cherthala

Source Website

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Eligibility / Pre-Qualification

As per the tender documents

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredThe scanned copy of the Tender notice duly signed (.pdf)

RequiredThe scanned copy of the Tender enquiry duly signed in all pages (.pdf)

RequiredThe scanned copy of the General Contract Conditions duly signed in all pages (.pdf)

RequiredThe scanned copy of the drawings duly signed in all pages (.pdf)

RequiredGST Registration and IT registration details are to be submitted (.pdf)

Requiredpre-qualification criteria documents (.pdf)

RequiredPROFILE (.pdf)

Finance

RequiredPrice Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,950

EMD Fee Amount

₹50,000

Important Dates

Last Activity

20 Jul 2026

Published

14 May 2026

Bid Opening

22 May 2026

Download Starts

14 May 2026

Download Ends

21 May 2026

Submission Starts

14 May 2026

Clarification Period

14 May 2026 - 21 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (18 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of 150 KL MS tank, 20 KL overhead MS tank including civil foundation works and Pump room complete in all respects for RVSF at SILK
1.01	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	0.8	cum	-	-
1.02	16.78.1 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 - I ( size range 75 mm to 0.075 mm) having CBR Value- 30	-	cum	-	-
1.03	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)	-	cum	-	-
1.04	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	cum	-	-
1.05	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	0.6	kg	-	-
1.06	4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources	-	cum	-	-
1.07	50.6.2.1 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete	-	cum	-	-
1.08	13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	1	sqm	-	-
1.09	50.2.25.1 Filling with contractors 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	-	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Cancellation Documents

cancelled_1.pdf

pdf • 1.77 MB

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.36 MB

Work Item Documents

GCC.pdf

Tender Documents • 0.40 MB

PROFILE.pdf

Additional Documents • 0.03 MB

TenderEnquiry.pdf

Additional Documents • 0.61 MB

Drawings.pdf

Additional Documents • 1.07 MB

BOQ_1437792.xls

BOQ • 0.30 MB

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Company

CSG CONSTRUCTIONS

Accepted-Technical

SM CONSTRUCTIONS

Accepted-Technical

K.K. George

Not Admitted-Fee/PreQual/Technical

1205 SUB TREASURY KOLENCHERY | KANNUR | KERALA | 670511

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of 150 KL MS tank, 20 KL overhead MS tank including civil foundation works and Pump room complete in all respects for RVSF at SILK
1.01	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	0.8	cum	-	-
1.02	16.78.1 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 - I ( size range 75 mm to 0.075 mm) having CBR Value- 30	-	cum	-	-
1.03	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)	-	cum	-	-
1.04	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	cum	-	-
1.05	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	0.6	kg	-	-
1.06	4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources	-	cum	-	-
1.07	50.6.2.1 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete	-	cum	-	-
1.08	13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	1	sqm	-	-
1.09	50.2.25.1 Filling with contractors 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	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of 150 KL MS tank, 20 KL overhead MS tank including civil foundation works and Pump room complete in all respects for RVSF at SILK

1.01

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

0.8

cum

1.02

16.78.1 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 - I ( size range 75 mm to 0.075 mm) having CBR Value- 30

cum

1.03

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)

cum

1.04

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

cum

1.05

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

0.6

1.06

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources

cum

1.07

50.6.2.1 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

cum

1.08

13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

sqm

1.09

50.2.25.1 Filling with contractors 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

cum