Tender ID

Tamil Nadu

Active

Works

Civil Works

Rasipuram Municiplaity-Providing Cement concrete pavement, flooring at Bharathithasan salai Municipal Middle school in Rasipuram Municipality.

MAWS

Rasipuram municipality | Namakkal, Tamil Nadu

Amount: ₹10 LCloses: 23 Nov 2026

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Timeline

Published5 Nov 2026
Pre-Bid Meeting12 Nov 2026
Closes23 Nov 2026
Bid Opening23 Nov 2026

Tender Value

₹10 L

EMD Value

₹10,000

Closing Date

23 Nov 2026, 3:00 pm

Tender Inviting Organisation

Name

Commissioner, Rasipuram Municipality

Address

72,Bharathidasan salai,Rasipuram Municipality

Work Description

Providing Cement concrete pavement, flooring at Bharathithasan salai Municipal Middle school in Rasipuram Municipality

Tender Information

Tender ID

2026_MAWS_722148_1

Reference Number

Rasipuram Municipality-Bharathidasan school CC pavement and flooring

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

60 days

Location

Rasipuram municipality

Source Website

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Eligibility / Pre-Qualification

Refer Tender Document

Documents Required

1 document required · 1 mandatory

Fee/PreQual/Technical/Finance

RequiredBill of quantities (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

EMD Fee Amount

₹10,000

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Municipal Office, Rasipuram

Important Dates

Last Activity

5 Nov 2026

Published

5 Nov 2026

Bid Opening

23 Nov 2026

Download Starts

5 Nov 2026

Download Ends

23 Nov 2026

Submission Starts

5 Nov 2026

Pre-Bid Meeting

12 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental ofﬁcers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.
1.01	For Drain	4	m3	-	-
2	Supplying and ﬁlling in foundation, basement, etc with ﬁlling crushed stone Dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.	86	m3	-	-
3	Supplying and ﬁlling in foundation, basement, etc with ﬁlling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.	30	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 granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers -Mixing by mechanical means	16	m3	-	-
5	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	5	m3	-	-
6	Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without inspiring strength and durability with about (5 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 crushed stone sand, but excluding cost ofreinforcement 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 the departmental 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).	22	m3	-	-
7Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all ﬂoors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid).
7.01	Footing	28	m2	-	-
8Brick work in following Cement Mortar using best quality Fly ash Brick of size 230x110x75mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing,etc., complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge.

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 5.55 MB

Work Item Documents

BOQ_867170.xls

BOQ • 0.36 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental ofﬁcers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.
1.01	For Drain	4	m3	-	-
2	Supplying and ﬁlling in foundation, basement, etc with ﬁlling crushed stone Dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.	86	m3	-	-
3	Supplying and ﬁlling in foundation, basement, etc with ﬁlling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.	30	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 granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers -Mixing by mechanical means	16	m3	-	-
5	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	5	m3	-	-
6	Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without inspiring strength and durability with about (5 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 crushed stone sand, but excluding cost ofreinforcement 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 the departmental 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).	22	m3	-	-
7Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all ﬂoors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid).
7.01	Footing	28	m2	-	-
8Brick work in following Cement Mortar using best quality Fly ash Brick of size 230x110x75mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing,etc., complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental ofﬁcers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.

1.01

For Drain

Supplying and ﬁlling in foundation, basement, etc with ﬁlling crushed stone Dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.

Supplying and ﬁlling in foundation, basement, etc with ﬁlling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.

Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers -Mixing by mechanical means

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

Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without inspiring strength and durability with about (5 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 crushed stone sand, but excluding cost ofreinforcement 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 the departmental 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).

7Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all ﬂoors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid).

7.01

Footing

8Brick work in following Cement Mortar using best quality Fly ash Brick of size 230x110x75mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing,etc., complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge.