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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-AOC | L1 | Accepted-AOC Below Estimate Rate | |
| 2 | L2₹7.8 L+₹1,457.60 (0.19%)Rejected-Finance | L2 | Rejected-Finance Above Estimate Rate |
Tender Value
₹9.5 L
EMD Value
₹9,500
Closing Date
20 Mar 2024, 4:00 pmClosed
Executive Officer
O/o Town Panchayat Marakkanam
Construction of Storm Water Drain at Ward no 09, Ekkiyarkuppam in Marakkanam Town Panchayat.
2024_DTP_450259_1
A1/78/2024
Open Tender
Civil Works
Works
180 days
Marakkanam Town Panchayat
II Class
1 document required · 1 mandatory
₹0
₹9,500
Yes
21 Sept 2024
19 Mar 2024
20 Mar 2024
19 Mar 2024
20 Mar 2024
19 Mar 2024
19 Mar 2024 - 20 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.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications.
Plain Cement Concrete 1:4:8 Mix (one part cement, four part M.Sand and Eight part of aggrigate) 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 as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
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. - With out Strutting
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. - With Strutting
Reinforced Cement Concrete 1:1½:3 Mix (One Part of cement, one and half Part of 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.
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.
Plain Cement Concrete 1:2:4 Mix (one part cement, two part M.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 M.Sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete.
J Sankaran (BID ID -1048791)
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