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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 0.027₹10.0 LAccepted-AOC | ₹10.0 L | 0.027 | Accepted-AOC Lowest rate |
| 2 | Rejected-Technical | - | - | Rejected-Technical Not Eligible |
| 3 | Rejected-Technical SEYNAMVILAI IN NEYYOOR TOWN PANCHAYAT | MADURAI | TAMIL NADU | 625001 | - | - | Rejected-Technical Not Eligible |
| Sl No | Description | Qty | Unit | WORKS CONTRACT S FRANCIS H1 |
|---|---|---|---|---|
| 1.00Earth work excavation in all classes of soils for desilting the earth from drainage and existing the high berms in the road and removing the same earth and unloading to an average lead of 1 Km from the site. | ||||
| 2.00First depth of 2 m | ||||
| 3.00 | First 1 m | 2 | Mtr | 3,263 ₹6,526 |
| 4.00 | Second 1m | 2 | Mtr | 3,263 ₹6,526 |
| 5.00Second depth of 2 m | ||||
| 6.00 | First 1 m | 2 | Mtr | 6,788 ₹13,576 |
| 7.00 | Second 1m | 2 | Mtr | 6,788 ₹13,576 |
| 8.00Third depth of 2 m | ||||
| 9.00 | First 1 m | 2 | Mtr | 13,573 ₹27,146 |
| 10.00 | Second 1m | 2 | Mtr | 13,573 ₹27,146 |
Tender Value
₹12 L
EMD Value
₹12,000
Closing Date
6 Jan 2026, 3:00 pmClosed
Executive Officer
Thingalnagar Town Panchayat Office
Construction of waste water pit Ward No.1 Thingalnagar Fish Market in Thingalnagar Selection Grade Town Panchayat
2025_DTP_637414_1
70/2024/A1
Open Tender
Civil Works
Thingalnagar
Vth and above
3 documents required · 3 mandatory
₹0
₹12,000
Thingalnagar Town Panchayat Office
13 Jan 2026
30 Dec 2025
6 Jan 2026
30 Dec 2025
6 Jan 2026
30 Dec 2025
30 Dec 2025
Amount
Earth work excavation in all classes of soils for desilting the earth from drainage and existing the high berms in the road and removing the same earth and unloading to an average lead of 1 Km from the site.
First depth of 2 m
First 1 m
Second 1m
Second depth of 2 m
First 1 m
Second 1m
Third depth of 2 m
First 1 m
Second 1m
Fourth depth of 2 m
First 1 m
Second 1m
Fifth depth of 2 m
First 1 m
Second 1m
Sixth depth of 2 m
First 1 m
Second 1m
Cement concrete of mix 1:4:8 jone part of cement four part of sand and eight part of aggregates) using 40 mm gauge machine broken granite stone jelly for foundation including de watering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification. TNDSS No:28
Supplying, fabricating and placing in position of Steel Reinforcement using Mild steel or ribbed tar steel rods, for all RCC works as per the design given by the departmental officers including cost of steel cutting, bending, placing in position and binding with binding wire and all labour charges for cutting, bending, tying and placing in position etc, complete. TNDSS No:97
Supplying and erecting centering for sides and soffits including supports and strutting up to 3.29 m height for plain surfaces such as RCC slabs rectangular beams Tee or L beams lintels, stair case beam etc. in all floors with all cross bracing using mild steel sheets of size 90x60 cm and BG10 gauge stiffended with welded mild steel angles of size 25x25x3 mm for boarding laid over silver oak country wood joists of size 10x6.5 cm spaced at about 90 cm center to center and supported with casurina props of 10 cm to 13 cm spaced at 75 cm center to center etc. complete complying with standard specification in all floors. TNDSS No:30836
Dry rubble masonry using new stone including 2,657.6 simultaneous pointing of the export surface and all incidental charge such as bailing out water etc complete, Scaffolding curing fishing complete with standard specification.
Random rubble masonry in cement mortar 1:5 mix (one part of cement and five part of sand) using new best rough and bond stones 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 complying with standard specifications.
Cement concrete 1:2:4 (one part of cement two Part of sand and four part of aggregates)using machine broken grande jelly of 20 mm size for all Censent concrete works excluding cost of centering shuttering strutting and also cost of reinforcement grill in position but including laying vibrating with mechanical vibrators using finishing ete complete, as directed by the departmental officers etc complete complying with standard specification. TNDSS No:30
Reinforcement Cement concrete 1:15:3 (one part part of aggregates) using machine broken granite jelly of 20 min size for all reinforced cement concrete works excluding cost of centering shuttering strutting and also cost of reinforcement grill in position but including laying vibrating with mechanical vibrators using finishing etc complete, as directed by the departmental officers etc complete complying with standard specification. TNDSS No:30
Supply and fixing of RCC Precast slab in cement concrete 1:15:3 mix (one part of cement one and a half part of sand and three part of aggregates) of thick 0.075 m using 20 mm ISS HBG metal including cost of molding charges mixing laying and curing cost and conveyance of all materials to site and all labour charges etc. complete as per standard specification but excluding cost of reinforcement.
Removing the exsisting damaged interlocking paver blocks M40/M35 grade bounding and 80mm/60mm thick high strength type of rubber mold Interlocking paver block including all labour charges etc complete.
Refixing of old Interlocking paver block M40/M35 grade bounding and laying of 80mm/60mm thick high strength type confirming is 15658-2006 of rubber mold Interlocking paver block in regained size of minimum compressive strength of 40N/mm²/35 N/mm² in uniform shape of approved non sticking make to be lend in flushing bone pattern with approved non sticking surface in the top and the rate including gravelling the base preparation of sub base with and cushion 100 mm thick laying out the pavement and the pieces in fit edge.
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