Tamil Nadu

AOC

Works

Civil Works - Roads

Repair Replacement of Existing Paver Block and Re- Construction of Compound wall at Municipal high School in Alagar Koil Road Melur Municipality

MAWS

comissioner Melur Municipality | Madurai, Tamil Nadu

Amount: ₹19.5 LCloses: 9 Feb 2026Closed

Timeline

Published28 Jan 2026
Closed9 Feb 2026
Awarded12 Sept 2026

Bids

Item Rate

2 Bids12 Sept 2026

#	Company	Amount	Rank	Status
1	A.S.K.Sundara Moorthy L1₹19.3 LAccepted-AOC	₹19.3 L	L1	Accepted-AOC Acceppted
2	SREE BALAJEE CONSTRUCTION L2₹19.7 L+₹47,754.61 (2.48%)Rejected-AOC	₹19.7 L+₹47,754.61 (2.48%)	L2	Rejected-AOC Rejected

BoQ Comparative

Line Items (19)

Sl No	Description	Qty	Unit	A.S.K.Sundara Moorthy H2	SREE BALAJEE CONSTRUCTION H1
1.01Earth 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 in ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officers with intial lead and lifts and cleaning and levelling the site etc.,complete with standard specification
1.02	Footings	12.15	M3	237.8 ₹2,889.27 Lowest	250 ₹3,037.5
1.03	Grade Beam	2.15	M3	111 ₹238.65 Lowest	120 ₹258
1.04	Supplying and filling in foundation and basement with filling m sand layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification.	2	M3	2,203 ₹4,406 Lowest	2,300 ₹4,600
1.05	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 manual means	2	M3	5,577 ₹11,154 Lowest	5,600 ₹11,200
1.06Centering 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 10cm 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 (SI 154-A)
1.07	Footing,Grade & Plinth Beam	20.1	M2	686 ₹13,788.6 Lowest	700 ₹14,070
1.08	Columns	26	M2	1,246 ₹32,396 Lowest	1,250 ₹32,500
1.09Providing and laying in position Standardised Concrete Mix M-20 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 325Kg/ cum and maximum water cement ratio of 0.55 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 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 departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials)
1.10	Upto Basement	4	M3	8,421 ₹33,684 Lowest	8,500 ₹34,000

Tender Value

₹19.5 L

EMD Value

₹19,500

Closing Date

9 Feb 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Comissioner Melur Municipality

Address

Comissioner Melur Municipality

Work Description

Repair Replacement of Existing Paver Block and Re- Construction of Compound wall at Municipal high School in Alagar Koil Road Melur Municipality

Tender Information

Tender ID

2026_MAWS_647933_1

Reference Number

9733/2025/M.S2- Melur Municipality

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Works

Period of Work

90 days

Location

comissioner Melur Municipality

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredEMD (.pdf)

RequiredSchedule (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹19,500

Important Dates

Last Activity

12 Sept 2026

Published

28 Jan 2026

Bid Opening

9 Feb 2026

Download Starts

28 Jan 2026

Download Ends

9 Feb 2026

Submission Starts

28 Jan 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (23 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
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 in ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officers with intial lead and lifts and cleaning and levelling the site etc.,complete with standard specification	-	-	-	-
1.02	Footings	12.15	M3	-	-
1.03	Grade Beam	2.15	M3	-	-
1.04	Supplying and filling in foundation and basement with filling m sand layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification.	2	M3	-	-
1.05	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 manual means	2	M3	-	-
1.06	Centering 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 10cm 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 (SI 154-A)	-	-	-	-
1.07	Footing,Grade & Plinth Beam	20.1	M2	-	-
1.08	Columns	26	M2	-	-
1.09	Providing and laying in position Standardised Concrete Mix M-20 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 325Kg/ cum and maximum water cement ratio of 0.55 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 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 departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials)	-	-	-	-
1.1	Upto Basement	4	M3	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_776806.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 0.07 MB

Work Item Documents

BOQ_776806.xls

BOQ • 0.24 MB

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Company

A.S.K.Sundara Moorthy

L1₹19.3 LAccepted-AOC

SREE BALAJEE CONSTRUCTION

L2₹19.7 L+₹47,754.61 (2.48%)Rejected-AOC

Sl No	Description	Qty	Unit	A.S.K.Sundara Moorthy H2	SREE BALAJEE CONSTRUCTION H1
1.01Earth 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 in ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officers with intial lead and lifts and cleaning and levelling the site etc.,complete with standard specification
1.02	Footings	12.15	M3	237.8 ₹2,889.27 Lowest	250 ₹3,037.5
1.03	Grade Beam	2.15	M3	111 ₹238.65 Lowest	120 ₹258
1.04	Supplying and filling in foundation and basement with filling m sand layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification.	2	M3	2,203 ₹4,406 Lowest	2,300 ₹4,600
1.05	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 manual means	2	M3	5,577 ₹11,154 Lowest	5,600 ₹11,200
1.06Centering 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 10cm 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 (SI 154-A)
1.07	Footing,Grade & Plinth Beam	20.1	M2	686 ₹13,788.6 Lowest	700 ₹14,070
1.08	Columns	26	M2	1,246 ₹32,396 Lowest	1,250 ₹32,500
1.09Providing and laying in position Standardised Concrete Mix M-20 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 325Kg/ cum and maximum water cement ratio of 0.55 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 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 departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials)
1.10	Upto Basement	4	M3	8,421 ₹33,684 Lowest	8,500 ₹34,000

Sl No

Description

Qty

Unit

A.S.K.Sundara Moorthy

SREE BALAJEE CONSTRUCTION

1.01Earth 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 in ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officers with intial lead and lifts and cleaning and levelling the site etc.,complete with standard specification

1.02

Footings

12.15

237.8

₹2,889.27

Lowest

250

₹3,037.5

1.03

Grade Beam

2.15

111

₹238.65

Lowest

120

₹258

1.04

Supplying and filling in foundation and basement with filling m sand layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification.

2,203

₹4,406

Lowest

2,300

₹4,600

1.05

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 manual means

5,577

₹11,154

Lowest

5,600

₹11,200

1.06Centering 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 10cm 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 (SI 154-A)

1.07

Footing,Grade & Plinth Beam

20.1

686

₹13,788.6

Lowest

700

₹14,070

1.08

Columns

1,246

₹32,396

Lowest

1,250

₹32,500

1.09Providing and laying in position Standardised Concrete Mix M-20 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 325Kg/ cum and maximum water cement ratio of 0.55 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 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 departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials)

1.10

Upto Basement

8,421

₹33,684

Lowest

8,500

₹34,000

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

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 in ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officers with intial lead and lifts and cleaning and levelling the site etc.,complete with standard specification

1.02

Footings

12.15

1.03

Grade Beam

2.15

1.04

Supplying and filling in foundation and basement with filling m sand layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification.

1.05

1.06

Centering 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 10cm 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 (SI 154-A)

1.07

Footing,Grade & Plinth Beam

20.1

1.08

Columns

1.09

Providing and laying in position Standardised Concrete Mix M-20 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 325Kg/ cum and maximum water cement ratio of 0.55 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 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 departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials)

1.1

Upto Basement