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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC SIVAGANGAI | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.3 L+₹20,305.76 (5.00%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹4.9 L
EMD Value
₹4,900
Closing Date
12 Feb 2024, 3:00 pmClosed
Executive Officer
Thiruppuvanam town Panchayat
Construction of Storm Water drain and Rcc Culvert at Ward no.6 Madapuram 2nd street cross in Thiruppuvanam Town panchayat.
2024_DTP_418926_1
THIRUPPUVANAM NNT Storm Water drain and Rcc Culvert at Ward no.6
Open Tender
Civil Works - Canal
Works
45 days
Thiruppuvanam town Panchayat
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹4,900
20 Feb 2024
5 Feb 2024
12 Feb 2024
5 Feb 2024
12 Feb 2024
5 Feb 2024
Amount
Earth work excavation in all classes of Soils such as Hard Stiff Clay, Stiff Black Cotton, Hard red Earth, Shales, murram, ordinary earth, earth mix with 50% fair sized boulders etc., with initial lead and lifts including laying, Spreading, leveling, sectioning breaking clods etc., in all incidental charges etc., complete as per standard specification.
Cement concrete 1:4:8 mix using 40mm ISS HBG metal from approved quarry including cost and conveyance of all materials to site includig cost of cement and handling charges for same at both ends includng labour charges for Mixing, Watering, Curing and Compacting Concrete and all ohter incidental charges etc.,complete as per the standard specification.
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) For kerb wall
Plain Cement Concrete 1:2:4 Mix (one part cement, three part sand and six part of aggrigate) using 40% of 40mm size and 60% of 20 mm size ISS HBG metal 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 as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Supplying and fabrication of steel and placing in position of TMT steel rods for RCC works as per design given including cost of steel and GI binding wire in all floors etc., complete complying with standard specification in TNDSS NO:97 V,VI (S6) VII (S6), VII-3.
Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part sand and three part of 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 with std. Specifications. TNDSS NO: 30 V, VI (S3), VII-3.
Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete.
BHAVADHARANI BUILDERS
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_498190.pdf
boq_comp_chart.xlsx
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details.html
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