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| Sl No | Description | Qty | Unit | K.PANDIAN L1 | S.AMUDHA L2 |
|---|---|---|---|---|---|
| 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 | 166 | M3 | 99.55 ₹16,525.3 Lowest | 100 ₹16,600 |
| 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). | 28 | M3 | 4,954 ₹1,38,712 Lowest | 5,100 ₹1,42,800 |
| 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 | 414 | M2 | 295 ₹1,22,130 Lowest | 300 ₹1,24,200 |
| 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. | 64 | M3 | 6,122.3 ₹3,91,827.2 Lowest | 7,000 ₹4,48,000 |
| 5.00 | 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 | 138 | Nos | 256 ₹35,328 | 200 ₹27,600 Lowest |
| 6.00 | Removal of excavated excess earth minimum 5km away from site including conveyance charges and unloading charges and all labour charges for filling etc complete | 100 | M3 | 93.4 ₹9,340 | 50 ₹5,000 Lowest |
Tender Value
₹9.6 L
EMD Value
₹9,600
Closing Date
11 Feb 2026, 3:00 pmClosed
Commissioner Kancheepuram Corporation
Kancheepuram city Municipal Corporation, Annai Indira gandhi salai, Kancheepuram
COSTRUCTION OF STORM WATER DRAIN IN JEER NARAYANAPALAYAM WARD NO.35 IN KANCHEEPURAM CORPORATION
2026_MAWS_649801_5
4783/2025/E2
Open Tender
Civil Works
Item Rate
Kancheepuram Corporation
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹9,600
29 May 2026
2 Feb 2026
11 Feb 2026
2 Feb 2026
11 Feb 2026
2 Feb 2026
2 Feb 2026 - 11 Feb 2026
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.
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
Removal of excavated excess earth minimum 5km away from site including conveyance charges and unloading charges and all labour charges for filling etc complete
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