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Providing Water Supply Arrangements such as Construction of 25LL Sump and Construction of 2 Nos 5LL O.H.T at SIPCOT Industrial Park, Gangaikondan Phase - II

State Industries Promotion Corporation Of TamilNadu

SIPCOT Industrial Park, Gangaikondan Phase - II | Tirunelveli, Tamil Nadu

Amount: ₹3.6 CrCloses: 28 Sept 2026Due tomorrow

Timeline

Published12 Sept 2026
Submission Opens21 Sept 2026
Pre-Bid Meeting21 Sept 2026
Closes28 Sept 2026
Bid Opening29 Sept 2026

Tender Value

₹3.6 Cr

EMD Value

₹1.9 L

Closing Date

28 Sept 2026, 3:30 pmDue tomorrow

Tender Inviting Organisation

Name

superintending engineer

Address

SIPCOT Head office Egmore chennai

Work Description

Providing Water Supply Arrangements such as Construction of 25LL Sump and Construction of 2 Nos 5LL O.H.T at SIPCOT Industrial Park, Gangaikondan Phase - II

Tender Information

Tender ID

2026_SIPCT_704022_1

Reference Number

NIT.No.25/CD/T.No.25/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Lump-sum

Location

SIPCOT Industrial Park, Gangaikondan Phase - II

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

15 documents required · 15 mandatory

Fee/PreQual/Technical

RequiredI(a). Experience in construction field (.pdf)

RequiredI(b). Registration and GST certificate (.pdf)

RequiredI.c). Income tax assesment (.pdf)

RequiredI.d). Details of Water supply works (.pdf)

RequiredII.) Similar work experience (.pdf)

RequiredIII.)Annual turn over (.pdf)

RequiredIV. Liquid asset (.pdf)

RequiredV. Bid capacity (.pdf)

RequiredVI. Sworn in affidavit (.pdf)

RequiredVII. Quantities of item of works (.pdf)

RequiredVIII. Construction equipments (.pdf)

RequiredIX. Technical person (.pdf)

RequiredAnnexure I (.pdf)

RequiredAnnexure II (.pdf)

Finance

RequiredBid capacity (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.9 L

Pre-Bid Meeting

Meeting Place

SIPCOT Head office

Important Dates

Last Activity

12 Sept 2026

Published

12 Sept 2026

Bid Opening

29 Sept 2026

Download Starts

12 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

21 Sept 2026

Pre-Bid Meeting

21 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (147 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of 25LL Capacity U.G. Sump
1.01	Earthwork excavation and depositing on bank with an initial lead of 10 meters and initial lift of 2 metres removing hard rock by wedging chiesling and trimming to proper shape where plasting is prohibited and as per standard specification and as directed by SIPCOT officers.	-	-	-	-
1.02	Upto 2m depth	1,355	Cum	-	-
1.03	Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in medium rock and dense medium rock not requiring blasting and as per standard specification and as directed by SIPCOT officers.	-	-	-	-
1.04	2 to 3m depth	680	Cum	-	-
1.05	Providing plain cement concrete 1:4:8 using 40 mm ISS HBG Metal including cost and conveyance of all materials at site and all labour charges for mixing, laying and curing etc., complete as per standard specification and as directed by SIPCOT officers.	66	Cum	-	-
1.06	Providing and laying in position, Standardised Concrete Mix M-25 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/mᶾ and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by "SIPCOT" Officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials).	-	-	-	-
1.07	Foundation and basement	359	Cum	-	-
1.08	Above GL and upto 4.50m height in ground floor	145	Cum	-	-
1.09	Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25 x 25x 3mm for boarding laid over silver joints for size 10cm and supporting by Casurino props 10cm - 13cm spaced at 75cm c/c etc, complete and as directed by SIPCOT officers.	-	-	-	-

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 • 0.33 MB

Work Item Documents

TechnicalannexureI.pdf

Tender Documents • 0.56 MB

TechnicalannexureII.pdf

Tender Documents • 0.99 MB

BOQ_846196.xls

BOQ • 0.38 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of 25LL Capacity U.G. Sump
1.01	Earthwork excavation and depositing on bank with an initial lead of 10 meters and initial lift of 2 metres removing hard rock by wedging chiesling and trimming to proper shape where plasting is prohibited and as per standard specification and as directed by SIPCOT officers.	-	-	-	-
1.02	Upto 2m depth	1,355	Cum	-	-
1.03	Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in medium rock and dense medium rock not requiring blasting and as per standard specification and as directed by SIPCOT officers.	-	-	-	-
1.04	2 to 3m depth	680	Cum	-	-
1.05	Providing plain cement concrete 1:4:8 using 40 mm ISS HBG Metal including cost and conveyance of all materials at site and all labour charges for mixing, laying and curing etc., complete as per standard specification and as directed by SIPCOT officers.	66	Cum	-	-
1.06	Providing and laying in position, Standardised Concrete Mix M-25 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/mᶾ and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by "SIPCOT" Officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials).	-	-	-	-
1.07	Foundation and basement	359	Cum	-	-
1.08	Above GL and upto 4.50m height in ground floor	145	Cum	-	-
1.09	Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25 x 25x 3mm for boarding laid over silver joints for size 10cm and supporting by Casurino props 10cm - 13cm spaced at 75cm c/c etc, complete and as directed by SIPCOT officers.	-	-	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of 25LL Capacity U.G. Sump

1.01

Earthwork excavation and depositing on bank with an initial lead of 10 meters and initial lift of 2 metres removing hard rock by wedging chiesling and trimming to proper shape where plasting is prohibited and as per standard specification and as directed by SIPCOT officers.

1.02

Upto 2m depth

1,355

Cum

1.03

Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in medium rock and dense medium rock not requiring blasting and as per standard specification and as directed by SIPCOT officers.

1.04

2 to 3m depth

680

Cum

1.05

Providing plain cement concrete 1:4:8 using 40 mm ISS HBG Metal including cost and conveyance of all materials at site and all labour charges for mixing, laying and curing etc., complete as per standard specification and as directed by SIPCOT officers.

Cum

1.06

Providing and laying in position, Standardised Concrete Mix M-25 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/mᶾ and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by "SIPCOT" Officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials).

1.07

Foundation and basement

359

Cum

1.08

Above GL and upto 4.50m height in ground floor

145

Cum

1.09

Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25 x 25x 3mm for boarding laid over silver joints for size 10cm and supporting by Casurino props 10cm - 13cm spaced at 75cm c/c etc, complete and as directed by SIPCOT officers.