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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.2 LAccepted-AOC | ₹9.2 L | 1 | Accepted-AOC lowest price |
| 2 | 2₹9.3 LRejected-Finance | ₹9.3 L | 2 | Rejected-Finance highest price |
| Sl No | Description | Qty | Unit | M M KARTHIKEYAN L2 | H SRI HARI L1 |
|---|---|---|---|---|---|
| 1.00water | |||||
| 1.01Earth work open excavation 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. | |||||
| 1.02 | total | 106.4 | M3 | 210 ₹22,344 | 197 ₹20,960.80 |
| 1.03Plain Cement Concrete 1:4:8 Mix (one part cement, four part 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. | |||||
| 1.04 | total | 15.2 | M3 | 5,554.04 ₹84,421.41 | 5,554.04 ₹84,421.41 |
| 1.05Supplying 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. | |||||
| 1.06 | SHUTTRING | 456 | M2 | 530 ₹2.4 L | 525 ₹2.4 L |
| 1.07 | CENTRING | 18 | M2 | 1,085.1 ₹19,531.80 | 1,085.1 ₹19,531.80 |
| 1.08 | Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part 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. | 4.5 | M3 | 8,551.1 ₹38,479.95 | 8,551.1 ₹38,479.95 |
| 1.09 | 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. | 450 | kg | 110 ₹49,500 | 90.5 ₹40,725 |
Tender Value
₹11 L
EMD Value
₹11,000
Closing Date
17 Feb 2026, 3:00 pmClosed
THE EXECUTIVE OFFICER, PARAVAI TOWN PANCHAYAT, PAR
THE EXECUTIVE OFFICER, PARAVAI TOWN PANCHAYAT, PARAVAI
Paravai Town Panchayat Restroration of strom water drain in Ward No.10 Poonga Nagar in Paravai Town Panchayat
2026_DTP_655258_1
165/2025
Open Tender
Civil Works
90 days
PARAVAI
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹11,000
25 Mar 2026
11 Feb 2026
17 Feb 2026
11 Feb 2026
17 Feb 2026
11 Feb 2026
water
Earth work open excavation 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.
total
Plain Cement Concrete 1:4:8 Mix (one part cement, four part 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.
total
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.
SHUTTRING
CENTRING
Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part 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 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.
total
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