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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₹175.5 CrAccepted-AOC NEW NO H 98 1 PERIYAR NAGAR ERODE 638 001 | ERODE | ERODE | TAMIL NADU | 638001 | L1 | Accepted-AOC L1 Accepted | |
| 2 | L2₹191.0 Cr+₹3.4 Cr (1.84%)Rejected-Finance SAKTHI MAHAL 63 PERUNDURAI ROAD ERODE 638011 | ERODE | ERODE | TAMIL NADU | 638011 | L2 | Rejected-Finance L2 Rejected | |
| 3 | L3₹194.5 Cr+₹6.9 Cr (3.67%)Rejected-Finance 119 POWER HOUSE ROAD ERODE 638001 E MAIL URCTENDERS URCC IN | L3 | Rejected-Finance L3 Rejected |
| Sl No | Description | Qty | Unit | GMS Elegant Builders I Pvt Ltd L1 | Urc Construction P Ltd L3 | R R THULASI BUILDERS INDIA P LTD L2 |
|---|---|---|---|---|---|---|
| 1.00Earth work excavation for foundation 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 mts. and clearing and levelling the site, etc., complete complying with standard specification. | ||||||
| 1.01 | Upto 2.00 m | 14,391 | m3 | 240 ₹34,53,840 Lowest | 249 ₹35,83,359 | 245 ₹35,25,795 |
| 1.02 | From 2m-3m depth | 5,287 | m3 | 253 ₹13,37,611 Lowest | 262 ₹13,85,194 | 258 ₹13,64,046 |
| 2.00 | Earth work Open excavation for foundation 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 mts. and clearing and levelling the site, etc., complete complying with standard specification. | 23,324 | m3 | 113 ₹26,35,612 Lowest | 117 ₹27,28,908 | 115 ₹26,82,260 |
| 3.00 | Supplying and filling in foundation and basement, etc with Crushed Stone sand (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. | 3,350 | m3 | 1,945 ₹65,15,750 Lowest | 2,016 ₹67,53,600 | 1,981 ₹66,36,350 |
| 4.00 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone) 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. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers | 1,019 | m3 | 5,628 ₹57,34,932 Lowest | 5,834 ₹59,44,846 | 5,731 ₹58,39,889 |
| 5.00 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone) 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. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers | 1,305 | m3 | 5,628 ₹73,44,540 Lowest | 5,834 ₹76,13,370 | 5,731 ₹74,78,955 |
| 6.00 | 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, 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) | 7,106 | m2 | 1,022 ₹72,62,332 Lowest | 1,059 ₹75,25,254 | 1,040 ₹73,90,240 |
| 7.00Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) | ||||||
| 7.01 | For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. | 32,324 | m2 | 1,135 ₹3,66,87,740 Lowest | 1,177 ₹3,80,45,348 | 1,156 ₹3,73,66,544 |
Tender Value
₹172.1 Cr
EMD Value
₹86.2 L
Closing Date
16 Oct 2024, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer PWD
Office of the Superintending Engineer PWD Buildings Construction and Maintenance Circle Chepauk Chennai 5
Construction of Exhibition Hall in Kalaignar International Convention Centre at Muttukadu in Chengalpattu District.
2024_PWD_492987_1
TNPWD/15_01 BCM/2024-25
Open Tender
Construction Works
Lump-sum
Muttukadu
Please refer Tender documents.
12 documents required · 12 mandatory
₹0
₹86.2 L
7 Jul 2025
11 Oct 2024
16 Oct 2024
11 Oct 2024
16 Oct 2024
11 Oct 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work excavation for foundation 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 mts. and clearing and levelling the site, etc., complete complying with standard specification. | |||||
| 1.01 | Upto 2.00 m | 14,391 | m3 | - | - |
| 1.02 | From 2m-3m depth | 5,287 | m3 | - | - |
| 2 | Earth work Open excavation for foundation 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 mts. and clearing and levelling the site, etc., complete complying with standard specification. | 23,324 | m3 | - | - |
| 3 | Supplying and filling in foundation and basement, etc with Crushed Stone sand (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. | 3,350 | m3 | - | - |
| 4 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone) 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. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers | 1,019 | m3 | - | - |
| 5 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone) 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. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers | 1,305 | m3 | - | - |
| 6 | 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, 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) | 7,106 | m2 | - | - |
| 7Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) | |||||
| 7.01 | For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. | 32,324 | m2 | - | - |
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