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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-AOC | ₹9.8 L | L1 | Accepted-AOC Accepted L1 |
| 2 | L2₹10.1 LRejected-AOC | ₹10.1 L | L2 | Rejected-AOC Rejected L2 |
Tender Value
₹12 L
EMD Value
₹12,000
Closing Date
11 Mar 2024, 3:00 pmClosed
EXECUTIVE OFFICER
112/2, Erode Road, Perundurai Town Panchayat, Perundurai, Erode District.
Construction of Storm Water Drain with Culvert at wno.2,Kamachiamman Kovil Street and wno.5, Jeevanagar and Chellannagounten pudur East Street in Perundurai Town Panchayat, Erode District.
2024_DTP_446222_1
83/2023
Open Tender
Civil Works
180 days
PERUNDURAI
Single Cover System and III Class Contractor
2 documents required · 2 mandatory
₹0
₹12,000
11 Apr 2024
9 Mar 2024
11 Mar 2024
9 Mar 2024
11 Mar 2024
9 Mar 2024
9 Mar 2024 - 11 Mar 2024
Amount
Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with std. specifications.SS 20 B
Plain Cement Concrete 1:4:8 Mix (one part cement, four part M-sand and eight part of aggregate) using 40 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. Complying with std. specifications.
Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86.Side wall
Plain Cement Concrete 1:2:4 Mix (one part cement, two part sand and four 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 etc. complete. Complying with std. specifications.
Finishing the top of flooring with Granothatic flooring with cement concrete 1:2:4 (one cement, two M-sand and four aggregate) using 6 to 12mm stone chips – 25mm tk etc.,
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: 1 1/2:3 Mix (One part cement, one point five M-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.
M.Venkatachalam
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