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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | I₹5.3 LAccepted-Finance | I | Accepted-Finance Accepted | |
| 2 | II₹5.3 LRejected-Finance | II | Rejected-Finance Rejected | |
| 3 | III₹5.3 LRejected-Finance | III | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | S.RAJENDRAN L1 | D.ELUMALAI L2 | K.SRINIVASAN L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth Work excavting and depositing on bank with initial lead of 10m & initial lift of 2m in Sand,Silt or other loose soil,wet sand or silt not under water,light black cotton soil sandy loam and ordinary soil including excavated earth etc completed as per the standard specifications | 90 | M3 | 102 ₹9,180 | 100 ₹9,000 Lowest | 105 ₹9,450 |
| 2.00 | Plain Cement Concrete 1:4:8 mix (One Cement, Four crushed stone sand and Eight 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). | 15.5 | M3 | 4,500 ₹69,750 Lowest | 5,100 ₹79,050 | 5,200 ₹80,600 |
| 3.00 | 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 | 270 | M2 | 306 ₹82,620 | 275 ₹74,250 Lowest | 325 ₹87,750 |
| 4.00 | Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 40 | M3 | 6,100 ₹2,44,000 Lowest | 6,100 ₹2,44,000 Lowest | 7,000 ₹2,80,000 |
| 5.00 | Removal of excavated excess earth minimum 5km away from site including conveyance charges and unloading charges and all labour charges for filling etc complete | 60 | M3 | 103 ₹6,180 | 100 ₹6,000 Lowest | 110 ₹6,600 |
Tender Value
₹5.3 L
EMD Value
₹5,300
Closing Date
13 May 2025, 3:00 pmClosed
The Commissioner Kancheepuram Corporation
Kancheepuram Corporation Annai Indira Gandhi Salai Kancheepuram
Construction of Storm water drain and Waterline Patch work at Nagalathu Street Ward No - 32 in kancheepuram Corporation
2025_MAWS_552142_3
7329/2024/E2
Open Tender
Civil Works
Item Rate
Kancheepuram Corporation
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹5,300
26 Aug 2025
2 May 2025
13 May 2025
2 May 2025
13 May 2025
2 May 2025
2 May 2025 - 13 May 2025
Amount
Earth Work excavting and depositing on bank with initial lead of 10m & initial lift of 2m in Sand,Silt or other loose soil,wet sand or silt not under water,light black cotton soil sandy loam and ordinary soil including excavated earth etc completed as per the standard specifications
Plain Cement Concrete 1:4:8 mix (One Cement, Four crushed stone sand and Eight 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
Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.
Removal of excavated excess earth minimum 5km away from site including conveyance charges and unloading charges and all labour charges for filling etc complete
D.ELUMALAI (BID ID -1334519)
K.SRINIVASAN (BID ID -1334523)
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