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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.6 CrAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹27.8 Cr+₹81.3 L (3.01%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹28.3 Cr+₹1.3 Cr (4.88%)Rejected-AOC NO 5 25A NADUMEDU PILLUR PO PARAMATHI VELLORE NAMAKKAL DIST 637 206 | NAMAKKAL | TAMIL NADU | 637206 | L3 | Rejected-AOC Rejected |
Tender Value
₹25.9 Cr
EMD Value
₹13.1 L
Closing Date
11 Mar 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer
Office of Chief Engineer, Sardar Patel Road, Dote Campus, Chennai 25
Construction of New Government Polytechnic College Building in Thiruvottiyur at Thiruvallur District.
2025_HE_524619_1
Thiruvottiyur_2025
Open Tender
Civil Works
Lump-sum
540 days
Thiruvottiyur
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹13.1 L
11 Jun 2025
13 Feb 2025
12 Mar 2025
13 Feb 2025
11 Mar 2025
13 Feb 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, baling out water wherever necessary, refilling the foundation with excavated earth and depositing the surplus earth within compound in places shown by the departmental officers with an initial lead of 10 metre and initial lift of 2 metre and clearing and leveling the site etc., complete complying with standard specification and as directed by the departmental officers. | |||||
| 2Earthwork Open excavation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, baling out water wherever necessary refilling the foundation with excavated earth other than sandy soil in layers of not more than 15 cm thick layers well rammed and depositing the surplus earth within compound in places shown by the departmental officers with an initial lead of 10 metre and initial lift of 2 metre and clearing and leveling the site etc., complete complying with standard specification and as directed by the departmental officers. | |||||
| 3Filling the foundation basement with Excavated earth in layers of not more than 15cm thick well rammed, watered and consolidated as directed by the deptl. officers. Complete complying with standard specifications. | |||||
| 4Supplying and Filling in foundation and basement with filling M sand in layers of not more than 15cm thick well rammed watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | |||||
| 5Supplying and Filling in foundation and basement with stone dust in layers of not more than 15cm thick well rammed watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | |||||
| 6Cement concrete 1:5:10 (one cement, five M sand and ten aggregate) using 40mm gauge hard broken blue granite stone jelly for foundation and basement including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted etc., complete complying with standard specification and as directed by the departmental officers. | |||||
| 7Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid) For column footing plinth beam etc. | |||||
| 8Supplying and erecting steel centering including necessary supports for plane surfaces, for all RCC works including strutting upto 3.29m in all floors using mild steel shutters of size 90cmx60cm of BG 10 stiffened with mild steel angles of size 25mmx 25mmx3mm laid over silver oak (Country wood) Joists of size 10cmx6.5cm spaced at about 90cm c/c and supported by casurina props of 10cm to 13cm dia. (spaced at 75cm c/c) etc., complete complying with standard specification and as directed by the departmental officers. (The centering will be removed after specified period of concrete without damaging the concrete) | |||||
| 8.01 | For plain surface such as RCC floor slab, roof slab, beam litels bed blocks, landing slab, waist slabs and beams, etc., | - | sqm | - | - |
| 8.02 | For plain surface such as Vertical surfaces such as sunshade, boxing vertical drops, facia for sunshade and other vertical walls etc., | - | sqm | - | - |
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