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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.2 LAccepted-AOC CHENNAI | CHENNAI | TAMIL NADU | 600001 | ₹12.2 L | 1 | Accepted-AOC - |
| 2 | 2₹12.4 L+₹18,771.87 (1.54%)Rejected-Finance | ₹12.4 L+₹18,771.87 (1.54%) | 2 | Rejected-Finance IN ELIGBLE |
| 3 | 3₹12.6 L+₹43,732.96 (3.59%)Rejected-Finance | ₹12.6 L+₹43,732.96 (3.59%) | 3 | Rejected-Finance IN ELIGBLE |
| Sl No | Description | Qty | Unit | SAM SANTHIYA CONSTRUCTION L2 | M Vallinayagi L3 | S RAMESH L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 10.99 | Cum | 261.42 ₹2,873.01 | 266.42 ₹2,927.96 | 260 ₹2,857.4 Lowest |
| 2.00 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) using 40 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. | 1.29 | Cum | 5,653.17 ₹7,292.59 | 5,767.37 ₹7,439.91 | 5,387.5 ₹6,949.88 Lowest |
| 3.00 | Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT Supplying and erecting centering for vertical RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers. | 4.04 | Cum | 7,406.87 ₹29,923.75 | 7,556.51 ₹30,528.3 | 7,327.8 ₹29,604.31 Lowest |
| 4.00 | Footing ground Level | 24.9 | Sqm | 484.31 ₹12,059.32 Lowest | 494.09 ₹12,302.84 | 710.85 ₹17,700.17 |
| 5.00 | Roof and Colums | 8.3 | Sqm | 968.62 ₹8,039.55 | 988.18 ₹8,201.89 | 623.3 ₹5,173.39 Lowest |
| 6.00 | 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. | 375 | Kg | 90.94 ₹34,102.5 Lowest | 92.78 ₹34,792.5 | 92.97 ₹34,863.75 |
| 7.00 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - | 3.5 | Cum | 2,271.91 ₹7,951.69 Lowest | 2,317.81 ₹8,112.34 | 8,176 ₹28,616 |
| 8.00 | Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications | 6.5 | Sqm | 284.13 ₹1,846.85 Lowest | 289.87 ₹1,884.16 | 285.4 ₹1,855.1 |
| 9.00 | Desilting light or sandysoil or silt from infiltrtion well below water level the charges for special T&P and air WD-W0921 | 135 | m3 | 2,479.72 ₹3,34,762.2 | 2,529.82 ₹3,41,525.7 | 650 ₹87,750 Lowest |
| 10.00 | Dewatering using 3HP to 70HP diesel engine
pumpset including Hire charges, cost of
Diesel, Engine oil, pump operator, labour
charges, conveyance of pumpset and fuel to
site and back, loading, unloading and any
other incidental charges etc., complete. | 60 | hours | 482.4 ₹28,944 Lowest | 492.14 ₹29,528.4 | 999 ₹59,940 |
Tender Value
₹15 L
EMD Value
₹15,000
Closing Date
13 Aug 2026, 3:00 pmClosed
Executive Officer
9, Santhikinaru Street Nanguneri
Desilting of open well at ward no.7 Therkumada Street Garuda temple,ward no.2 Old salai Street Marukalkurichi Anaimalai Well and ward no.2 Sannathi Street Perumal temple in Nanguneri Town Panchayat
2026_DTP_692137_1
105/2026/A1
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
Works
60 days
Nanguneri
Desilting of open well at ward no.7 Therkumada Street Garuda temple,ward no.2 Old salai Street Marukalkurichi Anaimalai Well and ward no.2 Sannathi Street Perumal temple in Nanguneri Town Panchayat
2 documents required · 2 mandatory
₹0
₹15,000
10 Sept 2026
7 Aug 2026
13 Aug 2026
7 Aug 2026
13 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | - | Cum | 100 | - |
| 2 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) using 40 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. | - | Cum | 100 | - |
| 3 | Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT Supplying and erecting centering for vertical RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers. | - | Cum | 10 | - |
| 4 | Footing ground Level | - | Sqm | 10 | - |
| 5 | Roof and Colums | - | Sqm | 10 | - |
| 6 | 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. | - | Kg | 10 | - |
| 7 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - | - | Cum | 10 | - |
| 8 | Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications | - | Sqm | 10 | - |
| 9 | Desilting light or sandysoil or silt from infiltrtion well below water level the charges for special T&P and air WD-W0921 | - | m3 | 10 | - |
| 10 | Dewatering using 3HP to 70HP diesel engine
pumpset including Hire charges, cost of
Diesel, Engine oil, pump operator, labour
charges, conveyance of pumpset and fuel to
site and back, loading, unloading and any
other incidental charges etc., complete. | - | hours | 10 | - |
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