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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC | ₹3.6 L | L1 | Accepted-AOC LOW PRICE ACCEPTED |
| 2 | L2₹3.6 LRejected-Finance CHENNAI | CHENNAI | TAMIL NADU | 600001 | ₹3.6 L | L2 | Rejected-Finance HIGH PRICE REJECTED |
| Sl No | Description | Qty | Unit | GUNASEKARAN AND CO L2 | S.Saravanabhavan L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation, etc., in all soil sand sub- soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring, shuttering, bailing out water wherever necessary refilling the foundation with excavated earth other than sandy soil in layers of not more than 15 cm thick well rammed and depositing the surplus earth with in the compound in place shown by the departmental officers within an initial lead and lift and clearing and levelling the site etc.,complete | 30.6 | M3 | 265 ₹8,109 | 263 ₹8,047.80 |
| 2.00 | Supplying and filling in foundation and basement with good Stone Dust in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specfication. | 2.55 | M3 | 850 ₹2,167.50 | 845 ₹2,154.75 |
| 3.00 | Cement Conceret 1:4:8 (One Cement four M-sand and eight aggregate) using 40mm hard broken granite stone jelly for foundation including dewatering and wherever necessary laying in layers of 15cm thick and consolidated and curing complying with standard specification and as directed by the departmental officers etc., complete | 3.89 | M3 | 6,600 ₹25,707 | 6,595 ₹25,687.52 |
| 4.00 | 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. | 29.1 | M2 | 710 ₹20,663.84 | 710 ₹20,663.84 |
| 5.00 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means (S.No:135-SD Book Vol-I ) | 24.4 | M3 | 7,940 ₹1.9 L | 7,932 ₹1.9 L |
| 6.00 | Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part 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. | 5.9 | M3 | 9,120 ₹53,762.40 | 9,115 ₹53,732.93 |
| 7.00 | 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. | 600 | Kg | 93 ₹55,800 | 92.95 ₹55,770 |
Tender Value
₹4.3 L
EMD Value
₹4,300
Closing Date
27 Feb 2026, 3:00 pmClosed
EXECUTIVE OFFICER, NANNILAM TOWN PANCHAYAT
1, Kuchipalaya Steet, Nannilam
General Fund 2025-26 Construction Of Bathing Ghat At Ward No.10, Appan Kulam Town Panchayat.
2026_DTP_667494_1
43/2025/A1-8
Open Tender
Civil Works - Others
180 days
NANNILAM TOWN PANCHAYAT OFFICE
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹4,300
31 Mar 2026
26 Feb 2026
27 Feb 2026
26 Feb 2026
27 Feb 2026
26 Feb 2026
26 Feb 2026 - 27 Feb 2026
Earth work excavation for foundation, etc., in all soil sand sub- soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring, shuttering, bailing out water wherever necessary refilling the foundation with excavated earth other than sandy soil in layers of not more than 15 cm thick well rammed and depositing the surplus earth with in the compound in place shown by the departmental officers within an initial lead and lift and clearing and levelling the site etc.,complete
Supplying and filling in foundation and basement with good Stone Dust in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specfication.
Cement Conceret 1:4:8 (One Cement four M-sand and eight aggregate) using 40mm hard broken granite stone jelly for foundation including dewatering and wherever necessary laying in layers of 15cm thick and consolidated and curing complying with standard specification and as directed by the departmental officers etc., complete
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 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means (S.No:135-SD Book Vol-I )
Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part 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.
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