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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.0 LAccepted-AOC | 1 | Accepted-AOC Accpeted | |
| 2 | 2₹9.3 L+₹29,320.50 (3.26%)Rejected-AOC | 2 | Rejected-AOC Rejeded |
| Sl No | Description | Qty | Unit | chandrasekaran L2 | KALAIVANIANDCO L1 |
|---|---|---|---|---|---|
| 1.00 | 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 | 33 | M3 | 210 ₹6,930 | 184.5 ₹6,088.5 Lowest |
| 2.00 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 75 | M3 | 500 ₹37,500 | 418 ₹31,350 Lowest |
| 3.00 | Cement concrete of mix 1:4:8 (one part of cement, four parrt of sand ,and eight 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. 28 & VI (S2) VI (S5A) VII | 56 | M3 | 5,500 ₹3,08,000 | 5,269 ₹2,95,064 Lowest |
| 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 . (For Drain,Deck slab & Retainingwall) TNDSS NO. 30&86 | |||||
| 4.01 | Below 1.00 mt Height ( With strutting ) | 20 | M2 | 500 ₹10,000 | 459.5 ₹9,190 Lowest |
| 5.00 | Cement Concrete 1:1½:3 Mix (One part cement, one and half part sand and three part of coarse aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc..,Complete Complying with Standard Specifications as per TNDSS No.30 V,VI (S3) VII-3 | 50 | M3 | 7,400 ₹3,70,000 | 7,362.5 ₹3,68,125 Lowest |
| 6.00 | Supply and fixing of approved quality 12 mm thick bittumenpad including cost and conveyance of all materials to site including curing etc.,complete as per standard specification | 15 | M2 | 550 ₹8,250 | 485 ₹7,275 Lowest |
| 7.00 | RCC non pressure spun pipe with socket and spigot ends as per IS 458/2003 manufactured with sulphate resistant cement with 12 mm HI -alumina lining with rubber ring joints. 400mm Dai NP3 | 91 | Rm | 2,080 ₹1,89,280 | 2,017 ₹1,83,547 Lowest |
Tender Value
₹11 L
EMD Value
₹22,000
Closing Date
15 Jul 2025, 3:00 pmClosed
EXECUTIVE OFFIC ER
KILAMBADI TOWN PANCHAYAT ERODE DISTRICT
Providing cement concrete road And Construction of Retaining Wall at Vattakkalvalasu main Veethi, Ward No 11 Kilambadi Town Panchayat.
2025_DTP_580024_1
203/2025
Open Tender
Civil Works
Works
90 days
ERODE DISTRICT KILAMBADITOWNPANCHAYAT
As Per Tender Notice
2 documents required · 2 mandatory
₹0
₹22,000
8 Aug 2025
11 Jul 2025
15 Jul 2025
11 Jul 2025
15 Jul 2025
11 Jul 2025
11 Jul 2025 - 14 Jul 2025
Amount
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
Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
Cement concrete of mix 1:4:8 (one part of cement, four parrt of sand ,and eight 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. 28 & VI (S2) VI (S5A) 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 . (For Drain,Deck slab & Retainingwall) TNDSS NO. 30&86
Below 1.00 mt Height ( With strutting )
Cement Concrete 1:1½:3 Mix (One part cement, one and half part sand and three part of coarse aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc..,Complete Complying with Standard Specifications as per TNDSS No.30 V,VI (S3) VII-3
Supply and fixing of approved quality 12 mm thick bittumenpad including cost and conveyance of all materials to site including curing etc.,complete as per standard specification
RCC non pressure spun pipe with socket and spigot ends as per IS 458/2003 manufactured with sulphate resistant cement with 12 mm HI -alumina lining with rubber ring joints. 400mm Dai NP3
chandrasekaran (BID ID -1399730)
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