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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.3 LAccepted-AOC | ₹39.3 L | L1 | Accepted-AOC Tender Accepted |
| 2 | L2₹39.3 LRejected-Finance | ₹39.3 L | L2 | Rejected-Finance High Value |
| Sl No | Description | Qty | Unit | RAMYA CONSTRUCTION L2 | POORVIKA CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 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 asper standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10 | 900 | m3 | 232.2 ₹2.1 L | 231 ₹2.1 L |
| 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 | 90 | m3 | 5,699.5 ₹5.1 L | 5,698.3 ₹5.1 L |
| 3.00Supplying 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 | |||||
| 3.01 | Drain | 2,188 | m2 | 525 ₹11.5 L | 525 ₹11.5 L |
| 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. | 336 | Kg | 91.9 ₹30,878.40 | 91.8 ₹30,844.80 |
| 5.00 | Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of 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. | 270 | m3 | 6,990.5 ₹18.9 L | 6,989.4 ₹18.9 L |
| 6.00 | Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two M- Sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete. | 540 | m2 | 172.5 ₹93,150 | 172 ₹92,880 |
| 7.00 | Reinforced Cement concrete 1:1.5:3 (one cement, one & half M.sand and three course aggregate) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete. | 5 | m2 | 9,250 ₹46,250 | 9,247 ₹46,235 |
Tender Value
Refer Docs
EMD Value
₹47,000
Closing Date
23 Jan 2026, 3:00 pmClosed
Executive Officer
Vazhapadi Town Panchayat Office, Salem District
Construction of Storm Water drain at Kasi Padayachi Street to Thammampatti Main Road Maheswari Theatre in Vazhapadi Town Panchayat
2026_DTP_644178_1
789/2025/A1
Open Tender
Solid Waste Management
180 days
Vazhapadi Town Panchayat
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹47,000
Yes
9 Feb 2026
15 Jan 2026
24 Jan 2026
15 Jan 2026
23 Jan 2026
15 Jan 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 asper 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
Drain
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 1:2:4 Mix (one Part of cement, two Part of 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.
Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two M- Sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete.
Reinforced Cement concrete 1:1.5:3 (one cement, one & half M.sand and three course aggregate) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete.
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