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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.5 LAccepted-AOC | 1 | Accepted-AOC Low | |
| 2 | 2₹8.5 L+₹3,629 (0.43%)Rejected-AOC | 2 | Rejected-AOC High |
| Sl No | Description | Qty | Unit | G2 CONSTRUCTION GOKUL GOWTHAM PROPRIETOR L2 | velmurugan.s L1 |
|---|---|---|---|---|---|
| 1.00COMPOUND WALL | |||||
| 1.01 | 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., | 103 | m3 | 185 ₹19,055 | 184 ₹18,952 Lowest |
| 2.00 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part M 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. | 31 | m3 | 5,101 ₹1,58,131 | 5,100 ₹1,58,100 Lowest |
| 3.00 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86. | 552 | m2 | 465 ₹2,56,680 | 459 ₹2,53,368 Lowest |
| 4.00 | Plain Cement Concrete 1:3:6 Mix (one Part of cement, three Part of M- Sand and six Part of aggrigate) using 20mm 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 as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 69 | m3 | 5,831 ₹4,02,339 | 5,830 ₹4,02,270 Lowest |
| 5.00 | Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one part of cement, two part of M-sand and four part of aggrigate) using 10 to 12mm stone chips – 25mm tk etc., including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications. | 114 | m2 | 158 ₹18,012 | 157 ₹17,898 Lowest |
Tender Value
₹10.2 L
EMD Value
₹10,150
Closing Date
30 Jul 2025, 3:00 pmClosed
Executive Officer,Vadamadurai Town Panchayat
Executive Officer, VadamaduraI Town panchayat
15th finance 25-26 Construction of Drain at 11th ward Aagathier Street in Vadamadurai Town Panchayat-Dindigul District
2025_DTP_584250_1
108/2025(1)
Open Tender
Civil Works
Works
180 days
Vadamadurai Town Panchayat
as per norms
2 documents required · 2 mandatory
₹0
₹10,150
Yes
28 Aug 2025
21 Jul 2025
30 Jul 2025
21 Jul 2025
30 Jul 2025
21 Jul 2025
21 Jul 2025 - 30 Jul 2025
Amount
COMPOUND WALL
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.,
Plain Cement Concrete 1:4:8 Mix (one part cement, four part M 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.
Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86.
Plain Cement Concrete 1:3:6 Mix (one Part of cement, three Part of M- Sand and six Part of aggrigate) using 20mm 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 as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one part of cement, two part of M-sand and four part of aggrigate) using 10 to 12mm stone chips – 25mm tk etc., including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications.
G2 CONSTRUCTION GOKUL GOWTHAM PROPRIETOR (BID ID -1415569)
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