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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC NO 3 66 PERUMAL KOIL STREET VIDATHANDALAM VILLAGE MADHUR POST PONNERI TALUK TVLR 601204 | PONNERI | TIRUVALLUR | TAMIL NADU | 601204 | ₹1.1 Cr | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹1.4 CrRejected-AOC NO 163 LAKSHMI AMMAN KOIL ST NEITHAVAYAL MINJUR PONNERI | PONNERI | TIRUVALLUR | TAMIL NADU | ₹1.4 Cr | L2 | Rejected-AOC 2nd Lowest Bidder |
| Sl No | Description | Qty | Unit | V S S Enterprises L2 | osandco L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling RCC using deploying machineries,clearing away and carefully stacking materials useful for re-use for any thickness of walls (PWD SOR 2025-2026, P,No 30,Unicode W-OO35) | 152 | 1M3 ( One Cubic Metre ) | 5,000 ₹7.6 L | 4,610 ₹7.0 L |
| 2.00 | Dismantlig Brick Masonry in cement mortar walls under 3m, clearing away and carefully stacking materials useful for re-use for any thickness of walls (PWD SOR 2025-2026, Unicode W-0015) | 233 | 1M3 ( One Cubic Metre ) | 350 ₹81,550 | 302 ₹70,366 |
| 3.00 | Dismantling Plain Cement Concrete, clearing away and carefully stacking materials useful for re-use for any thickness of walls (PWD SOR 2025-2026, P,No 30, Unicode W-OO34) | 32 | 1M3 ( One Cubic Metre ) | 550 ₹17,600 | 520 ₹16,640 |
| 4.00 | Dismantling of Pressed Tiles & Weathering Course clearing away and carefully stacking materials useful for re-use for any thickness of walls (PWD SOR 2025-2026, P,No 30,Unicode W-OO37) | 649 | 1sqm ( One Square Metre ) | 50 ₹32,450 | 49 ₹31,801 |
| 5.00 | Earth 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. Foundation | 480 | 1M3 ( One Cubic Metre ) | 260 ₹1.2 L | 259 ₹1.2 L |
| 6.00 | ORDINARY SOIL (SS20B) Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth (SS20B) | 59 | 1M3 ( One Cubic Metre ) | 90 ₹5,310 | 88 ₹5,192 |
| 7.00 | 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. | 36 | 1M3 ( One Cubic Metre ) | 3,000 ₹1.1 L | 2,138 ₹76,968 |
| 8.00 | Plain 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 | 115 | 1M3 ( One Cubic Metre ) | 6,000 ₹6.9 L | 5,893 ₹6.8 L |
| 9.00 | Supplying 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). Foundation | 278 | 1sqm ( One Square Metre ) | 700 ₹1.9 L | 686.5 ₹1.9 L |
| 10.00 | Supplying and erecting centering for plane surfaces such as RCC Floor/Roof beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting above 3.60m upto 4.90m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m (expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2.40 x 3.0m (expandable upto 4.90m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c and with Cross bracings provided at two levels at a spacing of 1.80m etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). Roof beam | 130 | 1sqm ( One Square Metre ) | 2,000 ₹2.6 L | 1,172 ₹1.5 L |
Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
29 Sept 2025, 3:00 pmClosed
Commissioner Ponneri Municipality
MUNICIPAL OFFICE PONNERI
CONSTRUCTION OF NEW BUS STAND AT WARD NO 10THERADI STREET IN PONNERI MUNICIPALITY
2025_MAWS_597812_1
977/2023/E1
Open Tender
Civil Works
365 days
MUNICIPAL OFFICE PONNERI
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.4 L
MUNICIPAL OFFICE PONNERI
20 Jan 2026
27 Aug 2025
29 Sept 2025
27 Aug 2025
29 Sept 2025
27 Aug 2025
1 Sept 2025
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