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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.7 CrAccepted-AOC | ₹19.7 Cr Quoted ₹20.4 Cr | L1 | Accepted-AOC First Lowest value quoted by the bidder is accepted |
| 2 | L2₹21.8 CrRejected-AOC DOOR NO 2 9 AN TOWERS DR SATHYAMOORTHY HOSPITAL OPP ROAD 2 5 PERUNDURAI ROAD ERODE TAMILNADU 638011 | ERODE | ERODE | TAMILNADU | 638011 | ₹21.8 Cr | L2 | Rejected-AOC Second Lowest value quoted by the bidder, Hence not accepted |
| 3 | Rejected-Technical ARUVANKATTUR KOOLTHAMPALAYAM POST KONGANAPURAM SANKARI TALUK SALEM 637102 | SALEM | SALEM | TAMIL NADU | 637102 | - | - | Rejected-Technical Tender documents produced by the bidder is not responsive |
| Sl No | Description | Qty | Unit | ANNAI INFRA DEVELOPERS LIMITED L2 | Romaa Housing Pvt. Ltd., L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in all soil except hard rock requiring blasting and conveying with lead of 7 KMCT deploying earth moving machinery and tippers including benching to ensure bonding between old earth and new earth formation of ground to match with adjoining road level, breaking clods, sectioning, levelling each layer, consolidation, etc., complete complying with standard specification and as directed by the departmental officers. | 10,08,000 | Cum | 172 ₹17.3 Cr | 161 ₹16.2 Cr |
| 2.00 | Earthwork for foundation in hard stiff clay excavating and deposition on bank with initial lead of 10m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, maurram, gravel, stoney erath and earth mixed with small size boulders SS.20B etc., complete as per relevant standard specification. | 708 | Cum | 288 ₹2.0 L | 269 ₹1.9 L |
| 3.00 | Providing and placing in position Plain Cement concrete of M-10 using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40mm to IS specified grading and using crushed stone sand(m-sand) ( to achieve the specified characteristic strength of 10 N / mm² in 28 days ) and mixing the incredients in approved mixer including dewatering of the placement site by baling/pumping and diverting wherever necessary placing in layers and watering, curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specification etc., complete complying with standard specifications and as directed by the Engineer incharge of work. (Without vibration). | 177 | Cum | 6,455 ₹11.4 L | 6,041 ₹10.7 L |
| 4.00Supplying and erecting water tight steel centering for sides and soffits including supports and strutting upto 3.29M height for plain surface such as RCC slab, vertical slabs, side slabs of RCC works with all cross bracings using mild steel B.G.10gauge sheets of size 90cm x60cmx10 gauge stiffened with welded mild steel angles of size 25mm x25mmx3mm for boarding laid over silver oak(country wood) joists of size 10cmx6.5 spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete complying with standard specification and as directed by the Engineer incharge of work (The retrieved materials should be taken back by the contractor). The payment should be made after the concrete is laid. | |||||
| 4.01 | Without Strutting | 328 | sqm | 1,080 ₹3.5 L | 1,011 ₹3.3 L |
| 4.02 | With Strutting | 1,356 | sqm | 1,197 ₹16.2 L | 1,120 ₹15.2 L |
| 5.00Providing and placing in Position of Plain cement concrete of grade M15 using hard broken stone aggregate of maximum nominal size of 60% of 40mm and 40 % of 20mm IS specified grading weigh batching the ingredients along with air entraining agent ( 200 ml per bag of cement ) and mixing these mixing plant, transporting to placement site ,laying the concrete in layers and in bays vibrating,compacting and finishing the surface with all leads and lifts watering curing to attain the profile and strength as specified in the drawing for various depth and height below and above ground level etc complete as directed by the Engineer in charge of work complying with the standard specification. | |||||
| 5.01 | Above 1m height and upto 1.50m depth below ground level. | 867 | Cum | 7,142 ₹61.9 L | 6,683 ₹57.9 L |
| 5.02 | Concrete 1.00m depth above BL and upto 4.50m above BL | 603 | Cum | 7,296 ₹44.0 L | 6,827 ₹41.2 L |
| 6.00 | Providing a shed to accommodate labour during rain and shine in spillway deck bridge as per the following specification. The platform is of total length more than 182m and hence during operation & maintenance a protected shed arrangements are needed to safeguard the workers from being drenched. The main vertical post along the periphery of the platform shall be made of 2 1/2” dia MS pipe with a height of 2200 mm in upstream & downstream side and at an interval of 2500 mm from each other. The rafters shall be made of 2" dia Ms pipe along the width of the platform. The ends shall be bolted connections with vertical stanchions. The Purlin shall be made of 75x40 mm rectangle tubes. They shall be 3 in nos at a equidistant from each other. The ends of Purlin shall be closed. Cleat angles shall be fabricated and appropriate holes shall be drilled in the cleat angle and matching holes in rafter for bolted joints. Colour coated corrugate colour profile sheets shall be provided for roofing . All MS surfaces shall be manually cleaned and applied with 2 coats of aluminium paint over a coat of zinc chromate enamel primer as directed by the departmental officers. The cost includes cost of all materials, process charges like gas cutting, welding, machining, scaffolding charges, labour charges for dismantling, loading, lifting, unloading, transport, erection, labour charges for equipments like crane, chain pulley block, power charges from generator, conveyance to site and clearing them after completion of work including cost of trial operation, etc., complete and as directed by the departmental officers.( Rate as per quotation ) | 364 | sqm | 16,350 ₹59.5 L | 15,300 ₹55.7 L |
Tender Value
₹19.9 Cr
EMD Value
₹10.1 L
Closing Date
9 Oct 2025, 3:00 pmClosed
Superintending Engineer,WRD
O/o The Superintending Engineer,WRD Thamiraparani Basin circle Tirunelveli.
Flood Mitigation by Desilting of Korampallam tank in Korampallam village of Thoothukudi taluk in Thoothukudi District
2025_WRD_592062_2
02SE/TBC/TNY/2025-26(2)
Open Tender
Civil Works - Water Works
730 days
Thoothukudi
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹10.1 L
8 Dec 2025
23 Sept 2025
13 Oct 2025
23 Sept 2025
9 Oct 2025
23 Sept 2025
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