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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.9 LAccepted-AOC ERAL | ₹5.9 L Quoted ₹5.1 L | 1 | Accepted-AOC accepted |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Due to EMD related issues |
| Sl No | Description | Qty | Unit | Athivel 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(TNDSS No.23,24 ). | 26 | Cum | 224 ₹5,824 Lowest |
| 2.00 | Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate 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(TNDSS No.28). | 9 | Cum | 4,800.2 ₹43,201.8 Lowest |
| 3.00Supplying and erecting centering for sides and soffits includingfor 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. TNDSS No.30 &86 | ||||
| 3.10 | A) WITH OUT STRUTTING ( PCC Work) Below GL up to 1.00m | 175 | Sq.m | 287.6 ₹50,330 Lowest |
| 4.00 | Plain Cement Concrete 1:2:4 mix (One Cement, Two Fine Aggregate Crushed Stone Sand and Four 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 TNDSS No.30 &86 | 63 | Cum | 6,156 ₹3,87,828 Lowest |
| 5.00 | Plastering the surface of walls with Cement Mortar 1:5 (One cement and five sand), 12mm thick in all floors including curing etc., complete complying with standard specification and as directed by the departmental officers. | 56 | Sq.m | 246.2 ₹13,787.2 Lowest |
| 6.00 | Exterior Emulsion paint Two coats with good quality of approved Emulsion paint including cost of all materials to site and all labour charges for mixing applying and proper curring etc., Complete as per Standard Specifications for 10 sqm | 40 | Sq.m | 229 ₹9,160 Lowest |
Tender Value
Refer Docs
EMD Value
₹6,200
Closing Date
20 Oct 2023, 3:00 pmClosed
Executive Officer, Thenthiruperai Town Panchayat
Executive Officer, Thenthiruperai Town Panchayat
Thenthiruperai Town Panchayat- 15th Finance United 2nd insta Maintenance of Bhathing ghat at Kurangani Road( Ladies Gents), Mavadipannai Near Rice mill (Ladies Gents), Pillaiyar Kovil Street, Mavadipannai Near Rice mill Near Culvert
2023_DTP_378025_1
99-1/2023
Open Tender
Civil Works
Works
60 days
Thenthiruperai Town Panchayat
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹6,200
Yes
23 Sept 2025
11 Oct 2023
20 Oct 2023
11 Oct 2023
20 Oct 2023
12 Oct 2023
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(TNDSS No.23,24 ).
Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate 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(TNDSS No.28).
Supplying and erecting centering for sides and soffits includingfor 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. TNDSS No.30 &86
A) WITH OUT STRUTTING ( PCC Work) Below GL up to 1.00m
Plain Cement Concrete 1:2:4 mix (One Cement, Two Fine Aggregate Crushed Stone Sand and Four 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 TNDSS No.30 &86
Plastering the surface of walls with Cement Mortar 1:5 (One cement and five sand), 12mm thick in all floors including curing etc., complete complying with standard specification and as directed by the departmental officers.
Exterior Emulsion paint Two coats with good quality of approved Emulsion paint including cost of all materials to site and all labour charges for mixing applying and proper curring etc., Complete as per Standard Specifications for 10 sqm
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