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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC | ₹1.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 LRejected-AOC | ₹1.3 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | H MOHAMED RASMI CONTRACTOR HMR CONSTRUCTIONS L1 | ANITHABANU CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00DRAIN | |||||
| 1.01 | 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. | 20.2 | M3 | 197 ₹3,979.4 | 200 ₹4,040 |
| 2.00 | Plain Cement Concrete 1:4:8 Mix (one Part of cement, four Part of 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. | 4.5 | M3 | 5,490 ₹24,705 | 5,500 ₹24,750 |
| 3.00 | 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. | 73 | M2 | 575 ₹41,975 | 595 ₹43,435 |
| 4.00 | Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of 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. | 8.4 | M3 | 6,830 ₹57,372 | 6,870 ₹57,708 |
| 5.00 | Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one part of cement, two part of M-sand and four part of aggrigate) using 10 to 12mm stone chips – 25mm tk etc., including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications. | 16 | M2 | 300 ₹4,800 | 310 ₹4,960 |
Tender Value
₹1.6 L
EMD Value
₹1,600
Closing Date
4 Dec 2025, 3:00 pmClosed
EXECUTIVE OFFICER
KANNIVADI TOWN PANCHAYAT
GENERAL FUND 2025-2026 CONSTRUCTION OF DRAINAGE AT 5TH WARD ALATHURANPATTY IN KANNIVADI TOWN PANCHAYAT
2025_DTP_627751_1
401/2025
Open Tender
Civil Works
180 days
KANNIVADI
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹1,600
10 May 2026
30 Nov 2025
4 Dec 2025
30 Nov 2025
4 Dec 2025
30 Nov 2025
Amount
DRAIN
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 of cement, four Part of 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.
Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of 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 part of cement, two part of M-sand and four part of aggrigate) using 10 to 12mm stone chips – 25mm tk etc., including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications.
ANITHABANU CONTRACTOR (BID ID -1525914)
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