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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.3 LAccepted-AOC 46 A MAHALIAMMAN KOVIL STREET VETTAIKARANPUDUR POST POLLACHI TALUK COIMBATORE DISTRICT 642 129 | COIMBATORE | TAMIL NADU | 642129 | L1 | Accepted-AOC lowest price bidder award of contract | |
| 2 | L2₹14.5 L+₹20,560.60 (1.44%)Rejected-Finance CHINNAMPALAYAM POLLACHI | L2 | Rejected-Finance highest price |
| Sl No | Description | Qty | Unit | MK ROAD WORKS L2 | RAMASAMY AND SONS L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work exception for foundation in all solids and sub-solids to full depth as may be directed except in hard rock requiring blasting but inclusive shoring, structing and baling out water wherever necessary and filling the sides of foundation with excavated earth in layer of not more than 15cm thick well rammed and consolidated and depositing the surplus earth in all places shown by the department officers with initial lead and lifts etc. including leaving the sites complete complying with standard specifications etc complete. | 34 | m3 | 270 ₹9,180 | 263.7 ₹8,965.8 Lowest |
| 2.00 | Earth work exception for foundation in all solids and sub-solids to full depth as may be directed except in Medium rock and Dense Medium rock requiring not blasting but inclusive shoring, structing and baling out water wherever necessary and filling the sides of foundation with excavated earth in layer of not more than 15cm thick well rammed and consolidated and depositing the surplus earth in all places shown by the department officers with initial lead and lifts etc. including leaving the sites complete complying with standard specifications etc complete. | 33 | m3 | 325 ₹10,725 | 322.4 ₹10,639.2 Lowest |
| 3.00 | Plain cement cement 1:4:8 Mix using 40 mm ISS Gauge HBG Metal including cost and conveyance of all materials to the work site including all labour charges for mixing,laying,ramming,consolidation and curing etc., complete as per standard specifications. | 12 | m3 | 5,600 ₹67,200 | 5,596.9 ₹67,162.8 Lowest |
| 4.00 | Random rubble masonry in cement mortar 1:5 for foundation and basement using new stones including necessary provision for bond stones with simultaneous flush pointing with the same mortar above ground level complying with standard specifications. | 2 | m3 | 5,700 ₹11,400 | 5,670 ₹11,340 Lowest |
| 5.00 | Refilling in basement with excavated earth in layers of not more than 15cm thick well rammed and consolidated etc., complete | 21 | m3 | 50 ₹1,050 | 45.8 ₹961.8 Lowest |
| 6.00 | Brick Work in Cement Mortor 1:5 Mix (one cement, five sand) using new best II Class Bricks of size 9 ” x 4 3/8 “x 2 3/4 ” 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 Up to Basement | 10 | M3 | 7,800 ₹78,000 | 7,724.5 ₹77,245 Lowest |
| 6.10 | Superstructure | 23 | m3 | 7,850 ₹1,80,550 | 7,817.5 ₹1,79,802.5 Lowest |
| 7.00 | Collection, supply and filling with well gravel including cost and conveyance of all materials and stacking them at road side to departmental gauge for pre-measurement including all labour charges for filling etc., complete as per standard specification. | 20 | m3 | 275 ₹5,500 | 271.3 ₹5,426 Lowest |
| 8.00 | Supplying and erecting in the position of centering for sides and soffits including necessary supports and strutting upto 3.00 m high for plain surfaces with all cross bracings using mild steel sheet of 90 mm x 60 cm and or suitable size stiffened with welded-mild steel angle of size 2mmx25mmx3 mm for boarding laid over silver oax (country wood) joists of size 10 x cm x 6.5 cm spaced at about 90 cm centre to centre and supported by casurina props 10 mm to 13 cm dia spaced at about 75 cm center to center etc. complete complying with standard specifications and as directed the departmental officers. For Grade Beam | 29 | m2 | 530 ₹15,370 | 525 ₹15,225 Lowest |
| 8.10 | For Coloumn | 45 | m2 | 1,350 ₹60,750 | 1,302 ₹58,590 Lowest |
Tender Value
₹17.8 L
EMD Value
₹17,750
Closing Date
11 Feb 2026, 3:00 pmClosed
Executive officer
vettaikaranpudur town panchayat
Construction of Anganwadi Building at Ward no 16 Mooventhar kalani kuttai in Vettaikaranpudur Town panchayat
2026_DTP_652900_1
131/1/2025
Open Tender
Civil Works - Buildings
Works
180 days
vettaikaranpudur town panchayat
as per norms
1 document required · 1 mandatory
₹0
₹17,750
24 Mar 2026
7 Feb 2026
11 Feb 2026
7 Feb 2026
11 Feb 2026
7 Feb 2026
7 Feb 2026 - 11 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work exception for foundation in all solids and sub-solids to full depth as may be directed except in hard rock requiring blasting but inclusive shoring, structing and baling out water wherever necessary and filling the sides of foundation with excavated earth in layer of not more than 15cm thick well rammed and consolidated and depositing the surplus earth in all places shown by the department officers with initial lead and lifts etc. including leaving the sites complete complying with standard specifications etc complete. | |||||
| 2Earth work exception for foundation in all solids and sub-solids to full depth as may be directed except in Medium rock and Dense Medium rock requiring not blasting but inclusive shoring, structing and baling out water wherever necessary and filling the sides of foundation with excavated earth in layer of not more than 15cm thick well rammed and consolidated and depositing the surplus earth in all places shown by the department officers with initial lead and lifts etc. including leaving the sites complete complying with standard specifications etc complete. | |||||
| 3Plain cement cement 1:4:8 Mix using 40 mm ISS Gauge HBG Metal including cost and conveyance of all materials to the work site including all labour charges for mixing,laying,ramming,consolidation and curing etc., complete as per standard specifications. | |||||
| 4Random rubble masonry in cement mortar 1:5 for foundation and basement using new stones including necessary provision for bond stones with simultaneous flush pointing with the same mortar above ground level complying with standard specifications. | |||||
| 5Refilling in basement with excavated earth in layers of not more than 15cm thick well rammed and consolidated etc., complete | |||||
| 6 | Brick Work in Cement Mortor 1:5 Mix (one cement, five sand) using new best II Class Bricks of size 9 ” x 4 3/8 “x 2 3/4 ” 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 Up to Basement | 10 | M3 | - | - |
| 6.1 | Superstructure | - | m3 | - | - |
| 7Collection, supply and filling with well gravel including cost and conveyance of all materials and stacking them at road side to departmental gauge for pre-measurement including all labour charges for filling etc., complete as per standard specification. | |||||
| 8Supplying and erecting in the position of centering for sides and soffits including necessary supports and strutting upto 3.00 m high for plain surfaces with all cross bracings using mild steel sheet of 90 mm x 60 cm and or suitable size stiffened with welded-mild steel angle of size 2mmx25mmx3 mm for boarding laid over silver oax (country wood) joists of size 10 x cm x 6.5 cm spaced at about 90 cm centre to centre and supported by casurina props 10 mm to 13 cm dia spaced at about 75 cm center to center etc. complete complying with standard specifications and as directed the departmental officers. For Grade Beam | |||||
| 8.1 | For Coloumn | 45 | m2 | - | - |
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