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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.0 LAccepted-AOC TAMIL NADU | CHENNAI | TAMIL NADU | 600101 | 1 | Accepted-AOC Accepted | |
| 2 | Rejected-Technical 19B CHIDAMBARANATHAPURAM DEVAKOTTAI SIVAGANGAI DISTRICT | TIRUCHIRAPPALLI | TAMIL NADU | 621308 | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | Kannan L2 | SHERLY DAVID JOHN L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24). | 72 | Cum | 201.8 ₹14,529.6 | 197.5 ₹14,220 Lowest |
| 2.00 | Plain Cement Concrete 1:4:8 mix (One part of Cement, Four part of Fine Aggregate and Eight part of Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 8 | Cum | 5,725 ₹45,800 | 5,610.9 ₹44,887.2 Lowest |
| 3.00Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 | |||||
| 3.01 | A) WITH OUT STRUTTING ( PCC Work) | 221 | Sqm | 499 ₹1,10,279 | 489 ₹1,08,069 Lowest |
| 4.00 | Plain Cement Concrete 1:2:4 mix (One part of Cement,Two part of Fine Aggregate and Four part of Coarse Aggregate) Using 20mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 75 | Cum | 7,225 ₹5,41,875 | 7,082 ₹5,31,150 Lowest |
Tender Value
₹8.5 L
EMD Value
₹8,500
Closing Date
7 Oct 2025, 3:00 pmClosed
EXECUTIVE OFFICER, V.PUDUR TOWN PANCHAYAT
EXECUTIVE OFFICER, V.PUDUR TOWN PANCHAYAT
Providing Retaining Wall at Kulakattankuruchi Oorani in V.Pudur Town Panchayat
2025_DTP_609388_1
300/2025
Open Tender
Civil Works - Others
Works
90 days
V.PUDUR TOWN PANCHAYAT
Technical Conditions
2 documents required · 2 mandatory
₹0
₹8,500
Yes
V.PUDUR TOWN PANCHAYAT
8 Oct 2025
27 Sept 2025
7 Oct 2025
27 Sept 2025
7 Oct 2025
27 Sept 2025
30 Sept 2025
Amount
Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24).
Plain Cement Concrete 1:4:8 mix (One part of Cement, Four part of Fine Aggregate and Eight part of Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28).
Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30
A) WITH OUT STRUTTING ( PCC Work)
Plain Cement Concrete 1:2:4 mix (One part of Cement,Two part of Fine Aggregate and Four part of Coarse Aggregate) Using 20mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28).
Kannan (BID ID -1481289)
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