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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAccepted-AOC | L1 | Accepted-AOC Quoted for Lower Value | |
| 2 | L2₹14.5 L+₹4,570 (0.32%)Rejected-Finance | L2 | Rejected-Finance Quoted for Higher Value |
Tender Value
₹17.5 L
EMD Value
₹17,500
Closing Date
17 Dec 2024, 3:00 pmClosed
Executive Officer, Vilathikulam Town Panchayat
Executive Officer, Office of the Town Panchayat, No.103, Salayam Street, Vilathikulam, Thoothukudi District
Construction of Strom Water Drain at Ward No.9, Kamaraj Nagar Roselin Hospital Street in Vilathikulam Town Panchayat.
2024_DTP_509799_1
373/2024
Open Tender
Civil Works
Works
180 days
Vilathikulam Town Panchayat
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹17,500
31 Jan 2025
11 Dec 2024
17 Dec 2024
11 Dec 2024
17 Dec 2024
11 Dec 2024
Amount
Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24).
Plain Cement Concrete 1:4:8 mix (One part of Cement, Four part of Fine Aggregate and Eight part of Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28).
Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30
Without shuttering
Plain Cement Concrete 1:2:4 Mix (one part cement, two part sand and four part of aggrigate) 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 etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
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.
Ramesh Kumar (BID ID -1211702)
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_606331.pdf
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details.html
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