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Construction of 1.00 lakh Litre OHT and 2.00 lakh Litre capacity sump with distribution pipeline system at SIPCOT Industrial Park, Thirumudivakkam

State Industries Promotion Corporation Of TamilNadu

SIPCOT Industrial Park, Thirumudivakkam | Kanchipuram, Tamil Nadu

Amount: ₹2.4 CrCloses: 16 Oct 20267d left

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Timeline

Published6 Oct 2026
Pre-Bid Meeting7 Oct 2026
Closes16 Oct 2026
Bid Opening21 Oct 2026

Tender Value

₹2.4 Cr

EMD Value

₹1.3 L

Closing Date

16 Oct 2026, 3:30 pm7d left

Tender Inviting Organisation

Name

Superintending engineer

Address

SIPCOT Head office egmore chennai

Work Description

Construction of 1.00 lakh Litre OHT and 2.00 lakh Litre capacity sump with distribution pipeline system at SIPCOT Industrial Park, Thirumudivakkam

Tender Information

Tender ID

2026_SIPCT_711413_1

Reference Number

T. No.32/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Lump-sum

Location

SIPCOT Industrial Park, Thirumudivakkam

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

13 documents required · 13 mandatory

Fee/PreQual/Technical

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

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

RequiredI.c) Income tax assesement (.pdf)

RequiredI.d). details of water supply work (.pdf)

RequiredII. Details of similar works experience (.pdf)

RequiredIII. Annual turn over (.pdf)

RequiredIV. liquid assest (.pdf)

RequiredV. Bid capacity (.pdf)

RequiredVI. Sworn in affidavit (.pdf)

RequiredVII. Quantities of item of work (.pdf)

RequiredVIII. Construction equipment (.pdf)

RequiredIX. Technical person (.pdf)

Finance

RequiredPrice Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.3 L

Pre-Bid Meeting

Meeting Place

SIPCOT Head office

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

21 Oct 2026

Download Starts

6 Oct 2026

Download Ends

16 Oct 2026

Submission Starts

6 Oct 2026

Pre-Bid Meeting

7 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (260 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing Pump Room
1.01	Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and refilling the excavated earth to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc., complete complying with standard specification and as directed by the SIPCOT official	-	-	-	-
1.02	Foundations - First Depth Upto 2m	71	Cum	-	-
1.03	Second Depth 2m - 3m	9	Cum	-	-
1.04	Supplying and filling in foundation and basement with Stone Dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification and as directed by the SIPCOT officialetc., complete complying with standard specification and as directed by the SIPCOT official	15	Cum	-	-
1.05	Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete complying with standard specification and as directed by the SIPCOT official	15	Cum	-	-
1.06	Providing and laying in position Standardised Concrete Mix M-30 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 contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but 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 cost etc., complete complying with standard specification and as directed by the SIPCOT official	-	-	-	-
1.07	In foundation Basment	35	Cum	-	-
1.08	Ground floor	20	Cum	-	-
1.09	Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors etc., complete complying with standard specification and as directed by the SIPCOT official	5.5	MT	-	-

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 • 0.34 MB

Work Item Documents

tech1.pdf

Tender Documents • 0.57 MB

tech2.pdf

Tender Documents • 0.84 MB

BOQ_854685.xls

BOQ • 0.44 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing Pump Room
1.01	Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and refilling the excavated earth to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc., complete complying with standard specification and as directed by the SIPCOT official	-	-	-	-
1.02	Foundations - First Depth Upto 2m	71	Cum	-	-
1.03	Second Depth 2m - 3m	9	Cum	-	-
1.04	Supplying and filling in foundation and basement with Stone Dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification and as directed by the SIPCOT officialetc., complete complying with standard specification and as directed by the SIPCOT official	15	Cum	-	-
1.05	Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete complying with standard specification and as directed by the SIPCOT official	15	Cum	-	-
1.06	Providing and laying in position Standardised Concrete Mix M-30 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 contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but 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 cost etc., complete complying with standard specification and as directed by the SIPCOT official	-	-	-	-
1.07	In foundation Basment	35	Cum	-	-
1.08	Ground floor	20	Cum	-	-
1.09	Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors etc., complete complying with standard specification and as directed by the SIPCOT official	5.5	MT	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Providing Pump Room

1.01

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and refilling the excavated earth to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc., complete complying with standard specification and as directed by the SIPCOT official

1.02

Foundations - First Depth Upto 2m

Cum

1.03

Second Depth 2m - 3m

Cum

1.04

Supplying and filling in foundation and basement with Stone Dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification and as directed by the SIPCOT officialetc., complete complying with standard specification and as directed by the SIPCOT official

Cum

1.05

Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete complying with standard specification and as directed by the SIPCOT official

Cum

1.06

Providing and laying in position Standardised Concrete Mix M-30 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 contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but 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 cost etc., complete complying with standard specification and as directed by the SIPCOT official

1.07

In foundation Basment

Cum

1.08

Ground floor

Cum

1.09

Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors etc., complete complying with standard specification and as directed by the SIPCOT official

5.5