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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.1 CrAccepted-AOC | ₹62.1 Cr Quoted ₹62.6 Cr | L1 | Accepted-AOC Lowest Tender |
| 2 | L2₹63.5 Cr+₹81.5 L (1.30%)Rejected-AOC | ₹63.5 Cr+₹81.5 L (1.30%) | L2 | Rejected-AOC Third Lowest Tender |
| 3 | L3₹63.1 Cr+₹45.5 L (0.73%)Rejected-AOC | ₹63.1 Cr+₹45.5 L (0.73%) | L3 | Rejected-AOC Second Lowest Tender |
| Sl No | Description | Qty | Unit | V SATHYAMOORTHY CO L3 | SRI VENKATESHWAR ENGINEERING CONTRACTORS L1 | M/s PST Engineering Construction L2 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling, clear away and carefully stacking Materials for Reinforced Cement Concrete etc., Complete as directed by the departmental officers. | 132 | cum | 5,178 ₹6,83,496 | 5,100 ₹6,73,200 Lowest | 5,150 ₹6,79,800 |
| 2.00 | Dismantling, removing and carefully stacking Brick/stone masonry in cement mortar walls under 3m high etc., complete complying with standard specification and as directed by the departmental officers at site of work. | 87 | cum | 340 ₹29,580 | 335 ₹29,145 Lowest | 340 ₹29,580 |
| 3.00 | Dismantling Plain Cement / Screed Concrete | 158 | cum | 531 ₹83,898 | 525 ₹82,950 Lowest | 530 ₹83,740 |
| 4.00 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive 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 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 170 | Cum | 291 ₹49,470 | 290 ₹49,300 Lowest | 290 ₹49,300 Lowest |
| 5.00 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. | 850 | Cum | 125 ₹1,06,250 Lowest | 125 ₹1,06,250 Lowest | 125 ₹1,06,250 Lowest |
| 6.00 | Supplying and filling in foundation, basement, etc with filling M.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. | 55 | Cum | 1,941 ₹1,06,755 | 1,900 ₹1,04,500 Lowest | 1,930 ₹1,06,150 |
| 7.00 | Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers 300mm thick with pavers in sub base/ base course on well prepared surface and compacting with vibratory rollers to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc complete. | 305 | Cum | 2,393 ₹7,29,865 | 2,350 ₹7,16,750 Lowest | 2,370 ₹7,22,850 |
| 8.00 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) - for grading- V Material. | 460 | Cum | 2,931 ₹13,48,260 | 2,900 ₹13,34,000 Lowest | 2,900 ₹13,34,000 Lowest |
| 9.00 | Cement Concrete 1:5:10 (One Cement, Five sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification. | 200 | Cum | 5,909 ₹11,81,800 | 5,800 ₹11,60,000 Lowest | 5,850 ₹11,70,000 |
| 10.00 | Supplying 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, Sill slabs 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 with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener , side support and Top Horizontal stiffener spaced at about 60cm to 90cm 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). | 329.6 | sqm | 1,039 ₹3,42,454.4 | 1,030 ₹3,39,488 Lowest | 1,100 ₹3,62,560 |
Tender Value
Refer Docs
EMD Value
₹31.2 L
Closing Date
24 Feb 2026, 3:00 pmClosed
The Superintending Engineer, PWD.,
O/o. The Superintending Engineer, PWD., Buildings (C and M) Circle-1, Chepauk, Chennai-5
Construction of 5th to 10th Floor over the proposed 4th Floor of Neuroscience Block in Rajiv Gandhi Government General Hospital, Chennai-3
2026_PWD_663018_1
PWD/BCMC1/124/2025-26
Open Tender
Civil Works
Lump-sum
450 days
RGGGH
Refer Tender Documents
14 documents required · 14 mandatory
₹0
₹31.2 L
16 Mar 2026
21 Feb 2026
24 Feb 2026
21 Feb 2026
24 Feb 2026
21 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling, clear away and carefully stacking Materials for Reinforced Cement Concrete etc., Complete as directed by the departmental officers. | 132 | cum | - | - |
| 2 | Dismantling, removing and carefully stacking Brick/stone masonry in cement mortar walls under 3m high etc., complete complying with standard specification and as directed by the departmental officers at site of work. | 87 | cum | - | - |
| 3 | Dismantling Plain Cement / Screed Concrete | 158 | cum | - | - |
| 4 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive 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 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 170 | Cum | - | - |
| 5 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. | 850 | Cum | - | - |
| 6 | Supplying and filling in foundation, basement, etc with filling M.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. | 55 | Cum | - | - |
| 7 | Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers 300mm thick with pavers in sub base/ base course on well prepared surface and compacting with vibratory rollers to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc complete. | 305 | Cum | - | - |
| 8 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) - for grading- V Material. | 460 | Cum | - | - |
| 9 | Cement Concrete 1:5:10 (One Cement, Five sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification. | 200 | Cum | - | - |
| 10 | Supplying 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, Sill slabs 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 with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener , side support and Top Horizontal stiffener spaced at about 60cm to 90cm 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). | 329.6 | sqm | - | - |
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