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E1-3317-2026-08-ERODE CITY MUNICIPAL CORPORATION-Reconstruction of Storm Water Drain and Culvert in Mosikiranar 5th Street, Karpagam Layout and Madhav Krishna Street at Ward.no. 40.

MAWS

ERODE CITY MUNICIPAL CORPOATION | Erode, Tamil Nadu

Amount: ₹7.6 LCloses: 13 Oct 2026

Timeline

Published25 Sept 2026
Closes13 Oct 2026
Bid Opening13 Oct 2026

Tender Value

₹7.6 L

EMD Value

₹7,600

Closing Date

13 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

THE COMMISSIONER, ERODE CITY MUNICIPAL CORPORATION

Address

246, MEENAKSHI SUNDARANAR SALAI,ERODE

Work Description

Reconstruction of Storm Water Drain and Culvert in Mosikiranar 5th Street, Karpagam Layout and Madhav Krishna Street at Ward.no. 40.

Tender Information

Tender ID

2026_MAWS_708246_1

Reference Number

E1-3317-2026-08-ERODE CITY MUNICIPAL CORPORATION

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

60 days

Location

ERODE CITY MUNICIPAL CORPOATION

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredCONDITIONS (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹7,600

Important Dates

Last Activity

25 Sept 2026

Published

25 Sept 2026

Bid Opening

13 Oct 2026

Download Starts

25 Sept 2026

Download Ends

13 Oct 2026

Submission Starts

25 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Dismantling the existing damaged old RCC upto 3.00m height including clearing away and carefully stacking materials , including all labour charges,etc.	3	M3	-	-
2	Dismantling the existing damaged old PCC wall upto 3.00m height including clearing away and carefully stacking materials , including all labour charges,etc.	3	M3	-	-
3	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 Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and 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 10 cum	106.5	M3	-	-
4	Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for ﬂooring including laying, consolidating, ﬁnishing, rendering the top surface rough to receive the ﬂoor, curing, etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental ofﬁcers - Mixing by mechanical means	15	M3	-	-
5Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 For drain Upto 180 CM
5.01	Drain Wall	245	M2	-	-
5.02	Slab	9	M2	-	-
6	Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, ﬁnishing and curing, etc., complete as per standard speciﬁcatins and as directed by the departmental ofﬁcers.-Mixing by mechanical means	42.5	M3	-	-
7	Plastering the surface of walls with Cement Mortar 1:4 (One cement and Four plastering sand), 20mm thick in all ﬂoors including mortar plasticizer at 200ml per 50Kg of cement used , curing etc., complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.	63.5	M2	-	-
8	Supplying and fabrication placing in position of M.S. (or) RTS rods for required size and length as directed by the departmental officers approved design including bending cutting tying and cost of binding wire cost and conveyance of all materials to site etc., complete as per standard specification	225	Kg	-	-

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 • 0.13 MB

Work Item Documents

8.pdf

Tender Documents • 0.42 MB

BOQ_851138.xls

BOQ • 0.24 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Dismantling the existing damaged old RCC upto 3.00m height including clearing away and carefully stacking materials , including all labour charges,etc.

Dismantling the existing damaged old PCC wall upto 3.00m height including clearing away and carefully stacking materials , including all labour charges,etc.

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 Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and 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 10 cum

106.5

Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for ﬂooring including laying, consolidating, ﬁnishing, rendering the top surface rough to receive the ﬂoor, curing, etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental ofﬁcers - Mixing by mechanical means

5Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 For drain Upto 180 CM

5.01

Drain Wall

245

5.02

Slab

Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, ﬁnishing and curing, etc., complete as per standard speciﬁcatins and as directed by the departmental ofﬁcers.-Mixing by mechanical means

42.5

Plastering the surface of walls with Cement Mortar 1:4 (One cement and Four plastering sand), 20mm thick in all ﬂoors including mortar plasticizer at 200ml per 50Kg of cement used , curing etc., complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.

63.5

Supplying and fabrication placing in position of M.S. (or) RTS rods for required size and length as directed by the departmental officers approved design including bending cutting tying and cost of binding wire cost and conveyance of all materials to site etc., complete as per standard specification

225