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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | ₹8.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.1 LRejected-Finance | ₹8.1 L | L2 | Rejected-Finance L2 |
| 3 | L3₹8.1 LRejected-Finance | ₹8.1 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | mayil engineering L2 | Sri Constructions L1 | SRI AMBAL AND CO L3 |
|---|---|---|---|---|---|---|
| 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 | 29 | M3 | 500 ₹14,500 | 486 ₹14,094 | 100 ₹2,900 |
| 1.20 | EX Culvert Deck slab | 3 | M3 | 4,350 ₹13,050 | 4,308.5 ₹12,925.50 | 100 ₹300 |
| 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 | 49 | M3 | 190 ₹9,310 | 184 ₹9,016 | 105 ₹5,145 |
| 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 | 15 | M3 | 5,300 ₹79,500 | 5,269 ₹79,035 | 4,500 ₹67,500 |
| 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 | 323 | M2 | 465 ₹1.5 L | 459 ₹1.5 L | 450 ₹1.5 L |
| 4.20 | Culvert slab | 8 | M2 | 1,050 ₹8,400 | 1,023 ₹8,184 | 650 ₹5,200 |
| 5.00 | Vibrated 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 | 56 | M3 | 6,655 ₹3.7 L | 6,642 ₹3.7 L | 6,500 ₹3.6 L |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
3 Sept 2024, 3:00 pmClosed
Executive officer
Annur Town Panchayat
Reconstruction of the Storm water drain at Ward no.8 Pallivasal Veethi in Annur Town Panchayat.
2024_DTP_478075_1
231/2023/A1
Open Tender
Civil Works
120 days
Annur Town Panchayat
as per norms
1 document required · 1 mandatory
₹0
₹20,000
20 Jun 2026
28 Aug 2024
3 Sept 2024
28 Aug 2024
3 Sept 2024
28 Aug 2024
28 Aug 2024 - 3 Sept 2024
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