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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹108.7 CrAccepted-AOC | L1 | Accepted-AOC Lowest Tenderer | |
| 2 | L2₹120.1 Cr+₹5.3 Cr (4.58%)Rejected-AOC NAMAKKAL | L2 | Rejected-AOC Second Lowest Tenderer | |
| 3 | L3₹123.4 Cr+₹8.5 Cr (7.41%)Rejected-AOC SF NO 454 RAGHUPATHYNAICKENPALAYAM RAILWAY COLONY POONDURAI MAIN ROAD ERODE | ERODE | ERODE | TAMIL NADU | L3 | Rejected-AOC Third Lowest Tenderer |
| Sl No | Description | Qty | Unit | RPP INFRA PROJECTS LIMITED L3 | V SATHYAMOORTHY CO L1 | GRM CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing the Scrub Jungle clearance in the site premises and collecting the scattered debries from the campus and conveying away the same to outside by lorry to a lead of 3km (Entirely within city limit) including loading and unloading charges and dumping in low places and levelling neatly etc., complete complying with standard specification and as directed by the departmental officers. | 3,405 | M3 | 9 ₹30,645 | 8 ₹27,240 Lowest | 8 ₹27,240 Lowest |
| 2.00Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of 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 at the site, etc., complete complying with standard specification and as directed by the departmental officers. | ||||||
| 2.01 | All soils | 2,022 | M3 | 425 ₹8,59,350 | 350 ₹7,07,700 Lowest | 410 ₹8,29,020 |
| 2.02 | SDR Zone | 2,961 | M3 | 560 ₹16,58,160 | 450 ₹13,32,450 Lowest | 550 ₹16,28,550 |
| 2.03 | Excavating Weathered Rock by wedging chiselling and trimming to proper shape by mechanical means where blasting is prohibited and directed by departmental officers etc complete. | 1,191 | M3 | 680 ₹8,09,880 | 525 ₹6,25,275 Lowest | 650 ₹7,74,150 |
| 3.00 | 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. | 1,675 | M3 | 225 ₹3,76,875 | 200 ₹3,35,000 Lowest | 220 ₹3,68,500 |
| 4.00 | Supplying and filling in foundation, basement, etc with 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. | 431 | M3 | 2,100 ₹9,05,100 | 2,000 ₹8,62,000 Lowest | 2,050 ₹8,83,550 |
| 5.00 | 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 | 253 | M3 | 6,750 ₹17,07,750 | 6,500 ₹16,44,500 Lowest | 6,720 ₹17,00,160 |
| 6.00 | 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 - Mixing by mechanical means | 459 | M3 | 6,250 ₹28,68,750 | 6,000 ₹27,54,000 Lowest | 6,240 ₹28,64,160 |
| 7.00 | Supplying and filling in foundation, basement, etc with stone dust 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. | 2,381 | M3 | 350 ₹8,33,350 | 325 ₹7,73,825 Lowest | 345 ₹8,21,445 |
Tender Value
Refer Docs
EMD Value
₹54.5 L
Closing Date
28 Nov 2025, 3:00 pmClosed
The Superintending Engineer, PWD.,
O/o. The Superintending Engineer, PWD., Buildings (C and M) Circle-1, Chepauk, Chennai-5
Construction of Emergency and Casuality, Radio diagnosis and Inpatient Wards Building etc., (Block-A) for Paediatric Post Graduate Institution of Medical Education and Research at King Institute Campus, Guindy, Chennai-32
2025_PWD_622650_1
PWD/BCMC1/73/2025-26
Open Tender
Civil Works
Lump-sum
540 days
King Institute Campus, Guindy
Refer Tender Condition
14 documents required · 14 mandatory
₹0
₹54.5 L
12 Feb 2026
24 Nov 2025
28 Nov 2025
24 Nov 2025
28 Nov 2025
24 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing the Scrub Jungle clearance in the site premises and collecting the scattered debries from the campus and conveying away the same to outside by lorry to a lead of 3km (Entirely within city limit) including loading and unloading charges and dumping in low places and levelling neatly etc., complete complying with standard specification and as directed by the departmental officers. | 3,405 | M3 | - | - |
| 2Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of 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 at the site, etc., complete complying with standard specification and as directed by the departmental officers. | |||||
| - | All soils | 2,022 | M3 | - | - |
| - | SDR Zone | 2,961 | M3 | - | - |
| - | Excavating Weathered Rock by wedging chiselling and trimming to proper shape by mechanical means where blasting is prohibited and directed by departmental officers etc complete. | 1,191 | M3 | - | - |
| 3 | 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. | 1,675 | M3 | - | - |
| 4 | Supplying and filling in foundation, basement, etc with 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. | 431 | M3 | - | - |
| 5 | 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 | 253 | M3 | - | - |
| 6 | 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 - Mixing by mechanical means | 459 | M3 | - | - |
| 7 | Supplying and filling in foundation, basement, etc with stone dust 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. | 2,381 | M3 | - | - |
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