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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.1 LAccepted-AOC NO 1 1 ANNA STREET ETHIRAJ NAGAR WEST MAMBALAM METTUPALAYAM CHENNAI 600 033 | CHENNAI | TAMIL NADU | 600033 | ₹7.1 L | 1 | Accepted-AOC Accepted |
| 2 | 2₹7.1 L+₹1,176.47 (0.17%)Rejected-AOC | ₹7.1 L+₹1,176.47 (0.17%) | 2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | SRK CONSTRUCTIONS H2 | SIVAA SAKTHI ASSOCIATES H1 |
|---|---|---|---|---|---|
| 1.00 | 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 | 152 | m3 | 246 ₹37,392 Lowest | 247 ₹37,544 |
| 2.00 | Plain cement concrete Using 1:4:8 mix ( One cement , four sand and Eight 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 | 22 | m3 | 5,297 ₹1,16,534 Lowest | 5,298 ₹1,16,556 |
| 3.00 | 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 spread 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 (A) Drain Side wall | 368 | m2 | 459 ₹1,68,912 Lowest | 460 ₹1,69,280 |
| 4.00 | 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. | 255 | kg | 88 ₹22,440 Lowest | 90 ₹22,950 |
| 5.00 | Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 3 | m3 | 7,391 ₹22,173 Lowest | 7,392 ₹22,176 |
| 6.00 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part M. sand and four part of aggrigate) using 20 mm size ISS HBG metal 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. Complying with std. specifications.. TNDSS NO: 24 V, VI (S2) V,VI (S5A) VII | 49.47 | m3 | 6,671 ₹3,30,014.37 Lowest | 6,672 ₹3,30,063.84 |
| 7.00 | Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete. | 72 | m2 | 163 ₹11,736 Lowest | 164 ₹11,808 |
Tender Value
Refer Docs
EMD Value
₹8,500
Closing Date
13 Feb 2026, 3:00 pmClosed
Executive Officer
R. Pudupatty Town Panchayat
Construction of Storm Water Drain at Ward No.8 in R.Pudupatti Town Panchayat Namakkal District
2026_DTP_650429_1
Roc. No. 24/2026
Open Tender
Civil Works
Works
60 days
R. Pudupatty Town Panchayat
As per Tender Notice
3 documents required · 3 mandatory
₹0
₹8,500
24 Feb 2026
3 Feb 2026
13 Feb 2026
3 Feb 2026
13 Feb 2026
3 Feb 2026
3 Feb 2026 - 13 Feb 2026
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
Plain cement concrete Using 1:4:8 mix ( One cement , four sand and Eight 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
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 spread 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 (A) Drain Side wall
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.
Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
Plain Cement Concrete 1:2:4 Mix (one part cement, two part M. sand and four part of aggrigate) using 20 mm size ISS HBG metal 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. Complying with std. specifications.. TNDSS NO: 24 V, VI (S2) V,VI (S5A) VII
Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete.
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