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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.8 LAccepted-AOC | ₹74.8 L Quoted ₹76.5 L | L1 | Accepted-AOC First Lowest amount quoted by the bidder is accepted. |
| 2 | L2₹78.8 LRejected-AOC | ₹78.8 L | L2 | Rejected-AOC Second Lowest amount quoted by the bidder is not accepted |
| 3 | Rejected-Technical | - | - | Rejected-Technical Tender documents produced by the bidder is not responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Tender documents produced by the bidder is not responsive |
| Sl No | Description | Qty | Unit | K. KAILASH KUMAR L4 | P.C. ANTHONI MARIYA GRATAS L3 | ALEXANDER CONSTRUCTIONS L2 | Target Builderz L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavating and depositing on bank with an initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton hard red earth , shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil for foundation as directed by the departmental officers as per standard specification SS 20 B including 1/3 of refilling with excavited earth other than sand etc., | 243 | Cum | 293 ₹71,199 | 287 ₹69,741 | 284.63 ₹69,165.09 | 273 ₹66,339 |
| 2.00 | Providing and placing in position of Plain Cement concrete of M-10 using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40mm and down graded to IS specified 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. | 91.25 | Cum | 5,961.9 ₹5.4 L | 5,848 ₹5.3 L | 5,791.56 ₹5.3 L | 5,564 ₹5.1 L |
| 3.00Supplying 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. | |||||||
| 3.01 | Centering without strutting | 99.5 | Sqm | 1,040.49 ₹1.0 L | 1,021 ₹1.0 L | 1,010.76 ₹1.0 L | 970 ₹96,515 |
| 3.02 | Centering with strutting | 673.5 | Sqm | 1,152.9 ₹7.8 L | 1,130 ₹7.6 L | 1,119.96 ₹7.5 L | 1,076 ₹7.2 L |
| 3.03 | Centering from 3.29m to 4.29m | 140.7 | Sqm | 1,190.33 ₹1.7 L | 1,168 ₹1.6 L | 1,156.32 ₹1.6 L | 1,110 ₹1.6 L |
| 4.00Providing and placing in position of Plain Cement concrete of M-15 Graded mix using broken hard granite coarse aggregate (well graded) 60% of nominal maximum size of 40mm metal and 40% of nominal maximum size of 20mm and down graded to I.S. specified grading using crushed stone sand(m-sand) (to achieve the specified characteristic strength of 15N/mm² in 28 days ) and mixing the ingredients in approved mixture including dewatering of the placement site by baling / pumping and diverting wherever necessary placing in layers and vibrating, watering, curing, finishing this 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 specifications etc., complete complying with standard specification and as directed by the Engineer in charge of work. | |||||||
| 4.01 | Up to1.50 m depth below and 1.00 m above ground level | 350.5 | Cum | 6,583.29 ₹23.1 L | 6,458 ₹22.6 L | 6,395.19 ₹22.4 L | 6,144 ₹21.5 L |
| 4.02 | Above 1.00 m and upto 3.00 m height above ground level | 382 | Cum | 6,731.39 ₹25.7 L | 6,603 ₹25.2 L | 6,539.06 ₹25.0 L | 6,282 ₹24.0 L |
| 5.00 | Providing construction contraction and lift joints in concrete including placing mastic/ Tar Pad of 20mm thick. (1.04Kg of asphalt for mastic pad of 1m2) at vertical joints inside of wall in required size as specified in the drawings and specification etc., complete complying with standard spedification and aa directed by the departmental officers (For Protective wall). | 57.5 | Sqm | 801.88 ₹46,108.10 | 787 ₹45,252.50 | 778.97 ₹44,790.78 | 748 ₹43,010 |
Tender Value
₹75 L
EMD Value
₹48,000
Closing Date
20 Nov 2025, 3:00 pmClosed
Superintending Engineer,WRD
O/o Superintending Engineer,WRD Thamiraparani Basin circle, Tirunelveli.
Construction of protection wall in Pazhayar river from L.S.32/800 Km to L.S.32/900Km for Flood mitigation in Suchindrum Village of Agasteeswaram Taluk in Kanniyakumari District .
2025_WRD_623431_1
05SE/TBC/TNY/2025-26
Open Tender
Civil Works - Water Works
180 days
Kanyakumari District
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹48,000
22 Dec 2025
14 Nov 2025
21 Nov 2025
14 Nov 2025
20 Nov 2025
14 Nov 2025
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
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details.html
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Tendernotice_1.pdf
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PazhayarPricedocument.pdf
Tender Documents • 3.25 MB
BOQ_745454.xls
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