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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.6 LAccepted-AOC | ₹14.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.8 LRejected-Finance | ₹14.8 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | GOBALAKRISHNAN P L1 | K.SELVARAJ L2 |
|---|---|---|---|---|---|
| 1.00Dismantling the Existing Damaged P C C & R C C including cost of all labour charges etc., complete as per standard specification and as directed by the departmental officer. | |||||
| 1.10 | EX Drain Body wall | 7 | M3 | 520 ₹3,640 | 521 ₹3,647 |
| 2.00Earthwork excavation for foundation and depositing on Bank with metal lead of 10m and initial of 2m in Hard stiff clay, stiff black cotton,hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders including all labour charges etc.complete as per SS 20 B TNDSS No 23, 24 VI(S2),VI, VII.9 & 10 | |||||
| 2.10 | Drain | 241 | M3 | 195 ₹46,995 | 200 ₹48,200 |
| 3.00 | Cement concrete of mix 1:4:8 (one part of cement, and four part of sand, and eaight part of coarse aggregate) using hard broken granite stone jelly of 40 mm gauge for foundation levelling course, including shuttering, dewatering wherever necessary and laid I layers of not more than 15cm thick complete complying with standard specifications and drawings and as directed by the departmental Engineers including all cost & conveyance of materials laying curing etc., complete as per TNDSS No 28V,VI(S2),VI(S54) and VII | 57 | M3 | 5,572 ₹3.2 L | 5,580 ₹3.2 L |
| 4.00Supplying and erecting centering for sides and soffits including supports and srtutting upto 3.29mm height for plane surfaces in all floors with cross bracings using miled steel sheets of size 30cm x 60cm and 10 gauge stiffened welded with miled steel sheets of size 25mm x 25mm x 3mm for boarding and laid over silver oak (country wood).Joists of size 10cm x 6.5cm dia spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced 75cm centre to centre etc., complete complying with standard specification ans as directed for the following items as per TNDSS No 30 & 86 | |||||
| 4.10 | Side wall | 681 | M2 | 489 ₹3.3 L | 495 ₹3.4 L |
| 5.00 | Plain Cement concrete of 1:2:4 mix (one part of cement, and two part of M sand, and four part of coarse aggregate) using hard granite stone jelly of 20mm gauge for sidewall concrete works excluding shuttering , including dewatering wherever necessary including the cost of all materials and labour charges for mixing concrete and curing etc. complete as per TNDSS No.24 | 97 | M3 | 6,945 ₹6.7 L | 6,950 ₹6.7 L |
| 6.00 | 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. | 171 | M2 | 283 ₹48,393 | 320 ₹54,720 |
| 7.00 | Finishing the top of Drain vent portion with granolethic floor finish in cement concrete 1:2:4 mix using 10-12mm ISS metal to 25mm thick including cost and conveyance of all materials to site and all labour charges for mixing, laying, curing etc complete | 251 | M2 | 163 ₹40,913 | 180 ₹45,180 |
Tender Value
₹17.5 L
EMD Value
₹35,000
Closing Date
27 Feb 2026, 3:00 pmClosed
Executive officer
Annur Town Panchayat
Construction of Stormwater drain and Repairs to the Existing Storm water drain at Ward no.15 Sokkompalayam Gandhi colony in Annur Town Panchayat.
2026_DTP_667501_1
321/2025/A1
Open Tender
Civil Works
180 days
Annur Town Panchayat
as per norms
1 document required · 1 mandatory
₹0
₹35,000
21 May 2026
26 Feb 2026
27 Feb 2026
26 Feb 2026
27 Feb 2026
26 Feb 2026
26 Feb 2026 - 27 Feb 2026
Dismantling the Existing Damaged P C C & R C C including cost of all labour charges etc., complete as per standard specification and as directed by the departmental officer.
EX Drain Body wall
Earthwork excavation for foundation and depositing on Bank with metal lead of 10m and initial of 2m in Hard stiff clay, stiff black cotton,hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders including all labour charges etc.complete as per SS 20 B TNDSS No 23, 24 VI(S2),VI, VII.9 & 10
Drain
Cement concrete of mix 1:4:8 (one part of cement, and four part of sand, and eaight part of coarse aggregate) using hard broken granite stone jelly of 40 mm gauge for foundation levelling course, including shuttering, dewatering wherever necessary and laid I layers of not more than 15cm thick complete complying with standard specifications and drawings and as directed by the departmental Engineers including all cost & conveyance of materials laying curing etc., complete as per TNDSS No 28V,VI(S2),VI(S54) and VII
Supplying and erecting centering for sides and soffits including supports and srtutting upto 3.29mm height for plane surfaces in all floors with cross bracings using miled steel sheets of size 30cm x 60cm and 10 gauge stiffened welded with miled steel sheets of size 25mm x 25mm x 3mm for boarding and laid over silver oak (country wood).Joists of size 10cm x 6.5cm dia spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced 75cm centre to centre etc., complete complying with standard specification ans as directed for the following items as per TNDSS No 30 & 86
Side wall
Plain Cement concrete of 1:2:4 mix (one part of cement, and two part of M sand, and four part of coarse aggregate) using hard granite stone jelly of 20mm gauge for sidewall concrete works excluding shuttering , including dewatering wherever necessary including the cost of all materials and labour charges for mixing concrete and curing etc. complete as per TNDSS No.24
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.
Finishing the top of Drain vent portion with granolethic floor finish in cement concrete 1:2:4 mix using 10-12mm ISS metal to 25mm thick including cost and conveyance of all materials to site and all labour charges for mixing, laying, curing etc complete
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