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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹107.6 CrAccepted-AOC | ₹107.6 Cr Quoted ₹116.0 Cr | L1 | Accepted-AOC L1 accepted |
| 2 | L2₹120.4 Cr+₹4.4 Cr (3.78%)Rejected-Finance P AND C TOWERS 2ND FLOOR 140 PERUNDURAI ROAD ERODE 638 011 | ERODE | TAMIL NADU | 638011 | ₹120.4 Cr+₹4.4 Cr (3.78%) | L2 | Rejected-Finance L2 Rejected |
| 3 | L3₹121.4 Cr+₹5.4 Cr (4.67%)Rejected-Finance | ₹121.4 Cr+₹5.4 Cr (4.67%) | L3 | Rejected-Finance L3 Rejected |
| Sl No | Description | Qty | Unit | Urc Construction P Ltd L3 | P and C Projects Private Limited L2 | BNR INFRASTRUCTURE PROJECTS PVT LTD L1 |
|---|---|---|---|---|---|---|
| 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. a) upto 2.00 m depth | ||||||
| 1.01 | a) upto 2.00 m depth | 2,110 | m3 | 254 ₹5,35,940 | 252 ₹5,31,720 Lowest | 300 ₹6,33,000 |
| 1.02 | a) from 2-3 depth | 120 | m3 | 268 ₹32,160 | 266 ₹31,920 Lowest | 300 ₹36,000 |
| 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. | 13,310 | m3 | 119 ₹15,83,890 | 118 ₹15,70,580 Lowest | 200 ₹26,62,000 |
| 3.00 | Single under Reamed pile boring providing and installing cast in situ single under reamed piles of (400 mm) diameter and length below pile cap in cement concrete piles with Design Mix M30 to carry working load not less than specified including cost of Steel reinforcement stone and length of pile to be embedded in the pile cap etc, complete complying with standard specification and as directed by departmental officers.(length of pile for payment shall be measured from top of shoe to the bottom of pile cap), Double buld with 6 Nos of 12mm rod | 6,200 | m3 | 1,585 ₹98,27,000 | 1,570 ₹97,34,000 Lowest | 5,400 ₹3,34,80,000 |
| 4.00 | 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. | 1,687 | m3 | 2,064 ₹34,81,968 | 2,045 ₹34,49,915 Lowest | 2,800 ₹47,23,600 |
| 5.00 | Supplying and filling in foundation and basement with Stone dust in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification. | 12,720 | m3 | 542 ₹68,94,240 | 537 ₹68,30,640 Lowest | 1,850 ₹2,35,32,000 |
| 6.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone 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 | 1,116 | m3 | 6,075 ₹67,79,700 | 5,903 ₹65,87,748 Lowest | 6,100 ₹68,07,600 |
| 7.00 | 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) | 4,020 | m2 | 1,067 ₹42,89,340 | 1,031 ₹41,44,620 Lowest | 1,410 ₹56,68,200 |
| 8.00Supplying 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) | ||||||
Tender Value
₹105.5 Cr
EMD Value
₹52.9 L
Closing Date
16 Oct 2024, 3:00 pmClosed
Superintending Engineer PWD
Office of the Superintending Engineer PWD Buildings Construction and Maintenance Circle Chepauk Chennai 5
Construction of External work for Kalaignar International Convention Centre at Muttukadu in Chengalpattu District
2024_PWD_492997_1
TNPWD/15_04 BCM/2024-25
Open Tender
Construction Works
Lump-sum
Muttukadu
Please refer Tender documents.
12 documents required · 12 mandatory
₹0
₹52.9 L
17 Aug 2026
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. a) upto 2.00 m depth | |||||
| 1.01 | a) upto 2.00 m depth | 2,110 | m3 | - | - |
| 1.02 | a) from 2-3 depth | 120 | 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. | 13,310 | m3 | - | - |
| 3 | Single under Reamed pile boring providing and installing cast in situ single under reamed piles of (400 mm) diameter and length below pile cap in cement concrete piles with Design Mix M30 to carry working load not less than specified including cost of Steel reinforcement stone and length of pile to be embedded in the pile cap etc, complete complying with standard specification and as directed by departmental officers.(length of pile for payment shall be measured from top of shoe to the bottom of pile cap), Double buld with 6 Nos of 12mm rod | 6,200 | m3 | - | - |
| 4 | 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. | 1,687 | m3 | - | - |
| 5 | Supplying and filling in foundation and basement with Stone dust in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification. | 12,720 | m3 | - | - |
| 6 | Cement Concrete 1:5:10 (One Cement, Five crushed stone 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 | 1,116 | m3 | - | - |
| 7 | 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) | 4,020 | m2 | - | - |
| 8Supplying 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) | |||||
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