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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹9.8 L+₹30,083.34 (3.16%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | Rejected-Technical | - | Rejected-Technical Reject | |
| 4 | Rejected-Technical | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | Prince Kumar C L1 | K.BEN RAJA SINGH - WORKS CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc complete complying with SS20B. TNDSS No:23&24 | 25 | m³ | 234.22 ₹5,855.5 | 176.4 ₹4,410 Lowest |
| 2.00 | Cement concrete of mix 1:4:8 (one part of cement four part of sand and eight part of aggregates) using 40 mm gauge machine broken granite stone jelly for foundation including de watering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification. TNDSS No:28 | 75 | m³ | 4,718.34 ₹3,53,875.5 | 4,704 ₹3,52,800 Lowest |
| 3.00 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86. | 81 | m² | 297.33 ₹24,083.73 Lowest | 480.2 ₹38,896.2 |
| 4.00 | Cement concrete of mix 1:3:6 (one part of cement three part of sand and six part of aggregates) using 40 mm gauge machine broken granite stone jelly for foundation including de watering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification. TNDSS No:24 | 19 | m³ | 5,024.13 ₹95,458.47 Lowest | 5,047 ₹95,893 |
| 5.00 | Earth work excavation with initial lead and lift in all classes of soils and sub soils and bailing out of water where ever necessary and depositing on banks including all other labour charges etc complete as per standard specification SS20A | 134 | m³ | 124.74 ₹16,715.16 Lowest | 196 ₹26,264 |
| 6.00 | Cement concrete of mix 1:1½:3 (one part of cement one and a half part of sand and three part of aggregates) using 20 mm gauge machine broken granite stone jelly for foundation including de watering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification. | 67 | m³ | 6,634.6 ₹4,44,518.2 Lowest | 6,860 ₹4,59,620 |
| 7.00 | Providing and fixing bitumen tar pad including cost and conveyance of expansion joints, shallimar pad and jointing seal lands and fixing them in position etc. complete as per standard specification as directed by Engineer in charge. | 14 | m² | 716.95 ₹10,037.3 | 196 ₹2,744 Lowest |
Tender Value
₹12 L
EMD Value
₹12,000
Closing Date
20 Aug 2025, 3:00 pmClosed
Executive Officer Ponmanai Town Panchayat
EOPONMANAI
Providing cement concrete road at 3rd Ward Kurumathoor Vellaparavilai road near Thiru Anil Kumar house in Ponmanai Town Panchayat
2025_DTP_589541_1
440/2025/A1-1
Open Tender
Civil Works
Lump-sum
90 days
Executive Officer Ponmanai Town Panchayat
Vth Class
2 documents required · 2 mandatory
₹0
₹12,000
Yes
20 Sept 2025
6 Aug 2025
20 Aug 2025
6 Aug 2025
20 Aug 2025
6 Aug 2025
6 Aug 2025 - 20 Aug 2025
Amount
Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc complete complying with SS20B. TNDSS No:23&24
Cement concrete of mix 1:4:8 (one part of cement four part of sand and eight part of aggregates) using 40 mm gauge machine broken granite stone jelly for foundation including de watering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification. TNDSS No:28
Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86.
Cement concrete of mix 1:3:6 (one part of cement three part of sand and six part of aggregates) using 40 mm gauge machine broken granite stone jelly for foundation including de watering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification. TNDSS No:24
Earth work excavation with initial lead and lift in all classes of soils and sub soils and bailing out of water where ever necessary and depositing on banks including all other labour charges etc complete as per standard specification SS20A
Cement concrete of mix 1:1½:3 (one part of cement one and a half part of sand and three part of aggregates) using 20 mm gauge machine broken granite stone jelly for foundation including de watering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification.
Providing and fixing bitumen tar pad including cost and conveyance of expansion joints, shallimar pad and jointing seal lands and fixing them in position etc. complete as per standard specification as directed by Engineer in charge.
K.BEN RAJA SINGH - WORKS CONTRACTOR (BID ID -1434560)
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