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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.6 LAccepted-AOC | ₹6.6 L Quoted ₹5.6 L | 1 | Accepted-AOC lowest bid |
| 2 | 2₹5.6 LRejected-AOC SFNO 73 UTHUKULI ROAD MANNARAI TIRUPUR | TIRUPPUR | TAMIL NADU | 638051 | ₹5.6 L | 2 | Rejected-AOC highest bid |
| Sl No | Description | Qty | Unit | SHREE BAIRAVAR FIRMS L1 | Mahendran L2 |
|---|---|---|---|---|---|
| 1.00 | Earth 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 | 84 | m3 | 102 ₹8,568 | 105 ₹8,820 |
| 2.00 | Plain Cement Concrete 1:4:8 Mix (one part cement, Five part sand and Ten part of aggrigate) using 40mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications | 35 | m3 | 5,580 ₹2.0 L | 5,588 ₹2.0 L |
| 3.00 | Centering 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 | 202 | m2 | 482 ₹97,364 | 489 ₹98,778 |
| 4.00 | Plain Cement Concrete 1:1.5:3 Mix (one part cement, Two part sand and four part of aggrigate) using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 30 | m3 | 7,490 ₹2.2 L | 7,498 ₹2.2 L |
| 5.00 | Earth 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 - For Pipeline | 64 | m3 | 220 ₹14,080 | 225 ₹14,400 |
| 6.00 | Supply and Fixing of 63mm dia UN PLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLY AS PER IS 4985 /2000 as per Standard Specification. | 100 | M1 | 73 ₹7,300 | 75 ₹7,500 |
| 7.00 | Lowering 63mm dia PVC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste. | 100 | M1 | 23 ₹2,300 | 24 ₹2,400 |
| 8.00 | Refilling the excavated earth to the after laying the Pipeline to trenches including all materials and labour charges etc., complete. | 134 | m3 | 45 ₹6,030 | 46 ₹6,164 |
| 9.00 | Add GST 18 % | 1 | no | 1,00,016 ₹1.0 L | 1,00,544.76 ₹1.0 L |
Tender Value
₹7 L
EMD Value
₹7,000
Closing Date
9 Jan 2026, 4:00 pmClosed
Commissioner
Avinashi Municipality
Formation of CC Pavement Supply and delivery of Distribution Pipeline in Cremitorium Ward No 09 in Avinashi Municipality
2026_MAWS_640618_7
835/2025/2
Open Tender
Electrical Works
Avinashi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹7,000
16 Jun 2026
8 Jan 2026
9 Jan 2026
8 Jan 2026
9 Jan 2026
8 Jan 2026
8 Jan 2026 - 9 Jan 2026
Earth 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
Plain Cement Concrete 1:4:8 Mix (one part cement, Five part sand and Ten part of aggrigate) using 40mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications
Centering 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
Plain Cement Concrete 1:1.5:3 Mix (one part cement, Two part sand and four part of aggrigate) using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Earth 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 - For Pipeline
Supply and Fixing of 63mm dia UN PLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLY AS PER IS 4985 /2000 as per Standard Specification.
Lowering 63mm dia PVC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste.
Refilling the excavated earth to the after laying the Pipeline to trenches including all materials and labour charges etc., complete.
Add GST 18 %
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