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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.8 LAccepted-AOC | ₹36.8 L | L1 | Accepted-AOC less than estimate amount |
| 2 | L2₹37.1 L+₹26,501.24 (0.72%)Rejected-Finance | ₹37.1 L+₹26,501.24 (0.72%) | L2 | Rejected-Finance Greater than Estimate Amount |
| Sl No | Description | Qty | Unit | M KASI VISWANATHAN L1 | L THAMOTHARAN L2 |
|---|---|---|---|---|---|
| 1.00Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | |||||
| 1.01 | Footing | 94 | Cum | 220 ₹20,680 Lowest | 230 ₹21,620 |
| 1.02 | Plinth Beam | 13.82 | Cum | 110 ₹1,520.2 Lowest | 120 ₹1,658.4 |
| 2.00 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 35 | Cum | 5,493 ₹1,92,255 Lowest | 5,493 ₹1,92,255 Lowest |
| 3.00 | Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 5 | Cum | 7,486.5 ₹37,432.5 Lowest | 7,486.5 ₹37,432.5 Lowest |
| 4.00Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | |||||
| 4.01 | Grade Beam and Footing | 154.44 | Sqm | 525 ₹81,081 Lowest | 530 ₹81,853.2 |
| 4.02 | Column | 110.64 | Sqm | 1,302 ₹1,44,053.28 Lowest | 1,310 ₹1,44,938.4 |
| 4.03 | Slab & Beam | 38 | Sqm | 1,085 ₹41,230 Lowest | 1,085 ₹41,230 Lowest |
| 5.00 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 3,147.07 | Kg | 91.8 ₹2,88,901.03 Lowest | 93 ₹2,92,677.51 |
Tender Value
₹45 L
EMD Value
₹45,000
Closing Date
22 Aug 2025, 3:00 pmClosed
The Commissioner
Aruppukottai Municipality, 61, Pandhalkudi road,Aruppukottai- 626 101.
Construction of Cattle Market in Ward.G, Block.16, TS no. 1/3 in Sukkilinatham road at Aruppukkottai Municipality.
2025_MAWS_591736_1
9365/2025/P1
Open Tender
Civil Works - Buildings
Works
270 days
ARUPPUKOTTAI
Pls. refer to the Tender Notice.
3 documents required · 3 mandatory
₹0
₹45,000
ARUPPUKOTTAI MUNICIPALITY
18 Apr 2026
12 Aug 2025
22 Aug 2025
12 Aug 2025
22 Aug 2025
14 Aug 2025
14 Aug 2025
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