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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.0 LAccepted-AOC | ₹49.0 L | L1 | Accepted-AOC . |
| 2 | L2₹49.0 LRejected-Finance THENI | TAMIL NADU | 625203 | ₹49.0 L | L2 | Rejected-Finance As Per Tender |
| Sl No | Description | Qty | Unit | P.Gopinathan L1 | Senthil K L2 |
|---|---|---|---|---|---|
| 1.00Construction of Retaining wall From Kannakkarai to Chokkanalai Main Road in Kannakkarai Village at Agamalai Panchayat | |||||
| 1.01 | Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs struting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connecterd with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at abour 90 cms center to center and supported cauanna props of 10 cm to 13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155) | 367.25 | Cum | 546 ₹2.0 L | 547 ₹2.0 L |
| 1.02 | Construction of unreinforced, dowel jointed at expansion and construction joint only, plain cement conoste pavement, Bickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and the aggregates conforming to 15:303, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, lait in approved foed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 455.81 | Cum | 8,595.8 ₹39.2 L | 8,597 ₹39.2 L |
| 1.03 | Casting and Fixing of RCC Precast Slab of Followingthick 1:2:4 using 20mm HBG Jelly | 30.6 | Sqm | 996 ₹30,477.60 | 998 ₹30,538.80 |
| 2.00 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package} | 1 | GST Amount (in Rupees) | 7,46,828.59 ₹7.5 L | 7,47,004.16 ₹7.5 L |
Updated dates
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
13 Feb 2026, 3:00 pmClosed
Block Development OfficeVP
panchayat union office bodinayakanur
Providing CC Pavement From Sothuparai to Oradi at Ch 0/570 - 2/0km at Agamalai Panchayat at Bodinayakanur Block in Theni District under Surplus Fund ( VP) 2025-2026
2026_RDTN_648917_1
3/2025-26 dated 28.01.2026
Open Tender
Civil Works - Others
180 days
panchayat union office bodinayakanur
As Per Tender Document
2 documents required · 2 mandatory
₹0
₹50,000
9 Mar 2026
30 Jan 2026
13 Feb 2026
30 Jan 2026
13 Feb 2026
30 Jan 2026
Construction of Retaining wall From Kannakkarai to Chokkanalai Main Road in Kannakkarai Village at Agamalai Panchayat
Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs struting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connecterd with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at abour 90 cms center to center and supported cauanna props of 10 cm to 13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155)
Construction of unreinforced, dowel jointed at expansion and construction joint only, plain cement conoste pavement, Bickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and the aggregates conforming to 15:303, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, lait in approved foed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
Casting and Fixing of RCC Precast Slab of Followingthick 1:2:4 using 20mm HBG Jelly
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
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