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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90.7 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹91.6 L+₹94,855.80 (1.05%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST |
| Sl No | Description | Qty | Unit | K.Velusamy L1 | DRS Constructions L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work Excavating and deposting on bank with initial lead of 10m& intial lift of 2m in hard stiff clay, stiff black cotton, hard red earth shales ,murram, gravel, stoney earth mixed with small size boulders etc completed as per std specification. | 219 | m3 | 246 ₹53,874 Lowest | 249 ₹54,531 |
| 2.00 | Plain Cement concrete of mix 1:4:8 (One part of cement, four part of sand and eight part of aggregates) using 40mm guage hard broken including cost conveyance of all materials to site and labour charges, transporting and placing in position including shoring, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification | 43 | M3 | 5,691 ₹2,44,713 Lowest | 5,750 ₹2,47,250 |
| 3.00Steel centering for sides and soffits including supports and strutting upto 1m height for plain surface such as RCC slab with all cross bracings using mild steel sheet of size 90cmx60cmx10 gauge stiffened with welded miled steel angles of size 25x25x6mm for laid over silver oak for coundary wood joints of size 10x6.5 cm spaced at about 90cm centre to centre and supported by casurials props of 10cm to 13 cm dia spaced at about 75cm centre to centre and suppor etc completed as per std specification. | |||||
| 3.01Ground Floor & First Floor | |||||
| 3.02 | A) Column | 299 | M2 | 1,227 ₹3,66,873 Lowest | 1,240 ₹3,70,760 |
| 3.03 | B) Grade beam | 153 | M2 | 460 ₹70,380 Lowest | 464 ₹70,992 |
| 3.04 | C) Lintel. Beam &slab | 594 | M2 | 1,023 ₹6,07,662 Lowest | 1,033 ₹6,13,602 |
| 4.00 | Supplying fabricating and placing in position of steel rods using TMT Steel ISI including cost of binding wire, cost of labour charges for fabrication and placing in position etc. Complete. Complying with std. specifications. | 14,600 | Kgs | 90 ₹13,14,000 Lowest | 91 ₹13,28,600 |
| 5.00Vibrated Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part of sand and three part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry for Reinforced Concrete Works including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete | |||||
| 5.01 | Upto Basement | 63 | M3 | 8,669 ₹5,46,147 Lowest | 8,759 ₹5,51,817 |
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
9 Oct 2025, 3:00 pmClosed
THE EXECUTIVE OFFICER
THE EXECUTIVE OFFICER MARUDUR TOWN PANCHAYAT 639107
Construction of Office Building in Marudur Town Panchayat, Karur District.
2025_DTP_612143_1
90/2025
Open Tender
Civil Works
Works
180 days
MARUDUR TOWN PANCHAYAT
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.2 L
Yes
4 Nov 2025
7 Oct 2025
9 Oct 2025
7 Oct 2025
9 Oct 2025
7 Oct 2025
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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