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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-Finance NO 8 38 PILLAYAR KOVIL STREET MELANANGORE SIRKALI TALUK NAGAPATTINAM DISTRICT 609 109 | MAYILADUTHURAI | TAMIL NADU | 609109 | ₹5.9 L | L1 | Accepted-Finance - |
| 2 | L2₹6.1 LRejected-Finance | ₹6.1 L | L2 | Rejected-Finance - |
| Sl No | Description | Qty | Unit | Vijaya Builders L2 | N PALANIVEL L1 |
|---|---|---|---|---|---|
| 1.00 | Boring, providing and installing Bored cast-in-situ reinforced cement Concrete pile of specified diametre and length below the pile cap in cement concrete 1 :1.5:3 ( 1 cement, 1 .5 Coarse sand,& 3 graded stone aggregate of 20 mm nominal size) to than specified excluding the cost of steel reinforcement but including Bentonite solution machinery charges labour charges etc., complete. as per standard specification. | 18 | RM | 1,600 ₹28,800 | 1,546.6 ₹27,838.8 Lowest |
| 2.00 | Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24). - 1 M3 | 1.5 | M3 | 275 ₹413.05 | 263.78 ₹396.2 Lowest |
| 3.00 | Supplying and Filling in foundation and basement with Filling Stone dust Sand in layers of not more than 15cm thick well rammed,watered consolidated including cost and conveyance of materials and labour charges etc., complete as per Standard Specification and as directed by departmental Engineers(TNBP No.24&25). | 2.5 | M3 | 725 ₹1,812.5 | 718 ₹1,795 Lowest |
| 4.00 | Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers (TNBP No.28). | 2.5 | M3 | 6,680 ₹16,706.68 | 6,653 ₹16,639.15 Lowest |
| 5.00 | Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 | 1 | m2 | - | - |
| 6.00 | Without strutting | 12.01 | M2 | 500 ₹6,002.5 | 489 ₹5,870.45 Lowest |
| 7.00 | With strutting | 70 | M2 | 1,350 ₹94,498.65 | 1,302 ₹91,138.7 Lowest |
| 8.00 | Reinforced Cement concrete 1:1 1/2:3 (One cement, one and half sand and Three aggregate) using machine crushed 20mm gauge hard broken stone jelly for all RCC items of work excluding centering strutting, and reinforcement grills placed in position but including mixing concrete, laying and vibrations charges, curing, etc complete and including providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary etc. complete complying with standard specification ( TNBP No:30) | 1 | m2 | - | - |
| 9.00 | Upto Basement | 2 | M3 | 9,800 ₹19,609.8 | 9,718 ₹19,445.72 Lowest |
| 10.00 | Above Basement | 7 | M3 | 9,800 ₹68,570.6 | 9,718 ₹67,996.85 Lowest |
Tender Value
₹7 L
EMD Value
₹7,000
Closing Date
17 Feb 2026, 3:00 pmClosed
Executive Officer
35B, SOUTH CAR STREET, VAITHEESWARANKOIL
Construction of Creamation shed at Thiruvaduthurai madathu theru (ward No 04) in Vaitheeswarankoil town panchayat.
2026_DTP_653680_1
347/2025/a1
Open Tender
Civil Works
Works
Vaitheeswarankoil
-
2 documents required · 2 mandatory
₹0
₹7,000
3 Jul 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Boring, providing and installing Bored cast-in-situ reinforced cement Concrete pile of specified diametre and length below the pile cap in cement concrete 1 :1.5:3 ( 1 cement, 1 .5 Coarse sand,& 3 graded stone aggregate of 20 mm nominal size) to than specified excluding the cost of steel reinforcement but including Bentonite solution machinery charges labour charges etc., complete. as per standard specification. | - | RM | - | - |
| 2 | Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24). - 1 M3 | - | M3 | - | - |
| 3 | Supplying and Filling in foundation and basement with Filling Stone dust Sand in layers of not more than 15cm thick well rammed,watered consolidated including cost and conveyance of materials and labour charges etc., complete as per Standard Specification and as directed by departmental Engineers(TNBP No.24&25). | - | M3 | - | - |
| 4 | Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers (TNBP No.28). | 1 | M3 | - | - |
| 5 | Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 | - | m2 | - | - |
| 6 | Without strutting | - | M2 | - | - |
| 7 | With strutting | 0.6 | M2 | - | - |
| 8 | Reinforced Cement concrete 1:1 1/2:3 (One cement, one and half sand and Three aggregate) using machine crushed 20mm gauge hard broken stone jelly for all RCC items of work excluding centering strutting, and reinforcement grills placed in position but including mixing concrete, laying and vibrations charges, curing, etc complete and including providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary etc. complete complying with standard specification ( TNBP No:30) | - | m2 | - | - |
| 9 | Upto Basement | 1 | M3 | - | - |
| 10 | Above Basement | 1 | M3 | - | - |
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