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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.0 LAccepted-AOC | ₹6.0 L | 1 | Accepted-AOC Low |
| 2 | 1₹6.0 LRejected-AOC | ₹6.0 L | 1 | Rejected-AOC High |
| Sl No | Description | Qty | Unit | velmurugan.s L1 | K R BUILDERS L2 |
|---|---|---|---|---|---|
| 1.00COMPOUND WALL | |||||
| 1.01 | Earthwork excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete as per standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10 | 34 | M3 | 262.5 ₹8,925 Lowest | 264 ₹8,976 |
| 2.00 | Plain cement concrete 1:4:8 mix ( One Part of Cement,Four Part of M- Sand and Eight Part of aggregates) using 40 mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | 2 | M3 | 5,480 ₹10,960 Lowest | 5,482 ₹10,964 |
| 3.00 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part M-sand and four part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. TNDSS NO: 24 | 50 | M3 | 6,808 ₹3,40,400 Lowest | 6,810 ₹3,40,500 |
| 4.00 | Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spaced at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86 | 113 | M2 | 709 ₹80,117 Lowest | 710 ₹80,230 |
| 5.00 | Supplying and fabrication of steel and placing in position of TMT steel rods for RCC works as per design given including cost of steel and GI binding wire in all floors etc., complete complying with standard specification in TNDSS NO:97 V,VI (S6) VII (S6), VII-3. | 860 | Kg | 92.5 ₹79,550 Lowest | 93 ₹79,980 |
| 6.00 | Reinforced Cement Concrete 1:1½:3 Mix (One part of cement, one and half part M-sand and three part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete with std. Specifications. TNDSS NO: 30 V, VI (S3), VII-3. | 10 | M3 | 8,372 ₹83,720 Lowest | 8,375 ₹83,750 |
Tender Value
₹7.2 L
EMD Value
₹7,200
Closing Date
17 Jun 2026, 3:00 pmClosed
Executive Officer, Vadamadurai
vadamadurai town panchayat
Construction Culvert at 1st ward Seethapatti road Kambam Perumal Kovil Near in Vadamadurai Town Panchayat.
2026_DTP_680594_1
59/2026
Open Tender
Civil Works
Works
Vadamadurai Town panchayat
as per norms
2 documents required · 2 mandatory
₹0
₹7,200
Yes
20 Jun 2026
12 Jun 2026
17 Jun 2026
12 Jun 2026
17 Jun 2026
12 Jun 2026
12 Jun 2026 - 17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1COMPOUND WALL | |||||
| 1.01 | Earthwork excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete as per standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10 | 34 | M3 | - | - |
| 2 | Plain cement concrete 1:4:8 mix ( One Part of Cement,Four Part of M- Sand and Eight Part of aggregates) using 40 mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | 2 | M3 | - | - |
| 3 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part M-sand and four part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. TNDSS NO: 24 | 50 | M3 | - | - |
| 4 | Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spaced at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86 | 113 | M2 | - | - |
| 5 | Supplying and fabrication of steel and placing in position of TMT steel rods for RCC works as per design given including cost of steel and GI binding wire in all floors etc., complete complying with standard specification in TNDSS NO:97 V,VI (S6) VII (S6), VII-3. | 860 | Kg | - | - |
| 6 | Reinforced Cement Concrete 1:1½:3 Mix (One part of cement, one and half part M-sand and three part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete with std. Specifications. TNDSS NO: 30 V, VI (S3), VII-3. | 10 | M3 | - | - |
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