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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC NO 150 METTU STREET ANUMANTHAI VILLAGE KUNNAVAKKAM POST CHENGALPET 603 002 | CHENGALPET | CHENGALPET | TAMIL NADU | 603002 | ₹1.7 Cr | L1 | Accepted-AOC Lowest Tenderer |
| 2 | L2₹1.7 CrRejected-AOC | ₹1.7 Cr | L2 | Rejected-AOC Second Lowest Tenderer |
| 3 | L3₹1.9 CrRejected-AOC NO 1 1 ANNA STREET ETHIRAJ NAGAR WEST MAMBALAM METTUPALAYAM CHENNAI 600 033 | CHENNAI | TAMIL NADU | 600033 | ₹1.9 Cr | L3 | Rejected-AOC Third Lowest Tenderer |
| Sl No | Description | Qty | Unit | S.VEERAN L1 | Wings Brand Activations (I) Pvt Ltd L2 | SRK CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling and clearing away carefully Flooring / glazed tiles etc complete complying with standard specification and as directed by the departmental officers. | 1,596 | m2 | 61.35 ₹97,914.60 | 72 ₹1.1 L | 60 ₹95,760 |
| 2.00 | Dismantling , removing and carefully stacking press tiles eith weather course etc., complete complying with standard specification and as directed by the departmental officers at site of work. | 239 | m2 | 46.05 ₹11,005.95 | 30 ₹7,170 | 60 ₹14,340 |
| 3.00 | Dismantling the Existing damaged Plain Cement Concrete from floors and clearing away debries neatly from site etc., complete complying with standard specification and as directed by the departmental officers. | 47 | M3 | 487 ₹22,889 | 560 ₹26,320 | 1,500 ₹70,500 |
| 4.00 | Dismantling the Reinforced cement concrete works by manual/ by using deploying machineries and including clearing away and carefully stacking the materials useful for reuse etc complete complying with standard specification and as directed by the departmental officers. | 12.8 | M3 | 4,315.7 ₹55,240.96 | 5,060 ₹64,768 | 3,000 ₹38,400 |
| 5.00 | Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in- clusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.
A). Upto 2.40m Depth. Data worked out for 64 m3 per day/8 hrs. | 368 | M3 | 171.3 ₹63,038.40 | 260 ₹95,680 | 100 ₹36,800 |
| 6.00 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 47 | M3 | 364.35 ₹17,124.45 | 350 ₹16,450 | 1,000 ₹47,000 |
| 7.00 | Supplying and filling in foundation, basement, etc with filling Crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 31 | M3 | 1,610.65 ₹49,930.15 | 1,760 ₹54,560 | 500 ₹15,500 |
| 8.00 | Cement Concrete 1:5:10 (One cement, Five Crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers -Mixing by Manual means | 8.1 | M3 | 4,869.5 ₹39,442.95 | 5,570 ₹45,117 | 6,000 ₹48,600 |
| 9.00Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c, etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). | ||||||
| 9.01 | Centering for curved RCC Beam surfaces upto 3.60m height | 35.6 | M2 | 1,504.1 ₹53,545.96 | 1,260 ₹44,856 | 1,000 ₹35,600 |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
18 Nov 2025, 3:00 pmClosed
The Superintending Engineer, PWD.,
O/o. The Superintending Engineer, PWD., Buildings (C and M) Circle-1, Chepauk, Chennai-5
Repair and Renovation of Old Nurses Hostel in Government Kilapuk Medical College Hospital Campus, Kilpauk, Chennai-10
2025_PWD_622648_1
PWD/BCMC1/71-3/2025-26
Open Tender
Civil Works
120 days
KMCH, Kilpauk
Refer Tender Condition
7 documents required · 7 mandatory
₹0
₹1.1 L
20 Jan 2026
13 Nov 2025
18 Nov 2025
13 Nov 2025
18 Nov 2025
13 Nov 2025
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