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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.6 CrAccepted-AOC NO 167 1 MUTHUGOUNDENPALAYAM RING ROAD KUMARAPALAYAM ERODE 638 104 | ERODE | TAMIL NADU | 638104 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹54.2 Cr+₹1.5 Cr (2.86%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
₹49.7 Cr
EMD Value
₹24.9 L
Closing Date
8 Feb 2024, 3:00 pmClosed
Superintending Engineer PWD
Office of the Superintending Engineer PWD Buildings Construction and Maintenance Circle Chepauk Chennai 5
Construction of Additional 4th, 5th and 6th Floors in New Building for Government Peripheral Hospital at Periyar Nagar, Chennai-600 082.
2024_PWD_419653_1
TNPWD/51 BCM 03/2023-24
Open Tender
Construction Works
Lump-sum
365 days
Periyar Nagar
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹24.9 L
15 Mar 2024
6 Feb 2024
8 Feb 2024
6 Feb 2024
8 Feb 2024
6 Feb 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Installation Charges inclusive of Transportation to site and the Bored pile equipment employed for the works including setting up of pile driving equipment with all accessories and tools at each of the pile location based on the sequence of operation approved by the departmental Engineers irrespective of the location and distance involved in movement of pile driving equipment etc., complete. | 1 | No | - | - |
| 2Installation of Vertical bored cast in situ RCC piles of basic length 20 RM in all types of soil with M30 Grade using Ready Mix Concrete (Sulphate resistant Cement), Supply and erection of reinforcement, shoe, fabrication, including cost of binding wire, cutting, tying, welding and placing the reinforcement cage in correct position, driving and removing the temporary casing pipe of full depth, shifting the plant and equipments from one point to another, carryingout any ancillary work adjacent to piling work, trimming the concrete above cutoff level, cleaning the debris and levelling the site etc, as directed by the Departmental Engineers.The Rig capacity,height of Towerand length of casing pipe etc., must be adequate to take care of change in soil profile. The length of pile for payment shall be measured from top of shoe to the bottom of the pilecap. Testing of Concrete as specified in IS 456/2000 acceptance criteria as per clause 16.1. Frequency of testing as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. | |||||
| 2.01 | 600 mm dia pile having longitudinal main reinforcement of 8 Nos 20# with helical reinforcement at 8 # @ 150mm C/C with inner rings of 12 # @ 1000mm C/C with lifting hook of 12 # at required length. | 288 | Rm | - | - |
| 3 | Earth 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. | 1,266.58 | M3 | - | - |
| 4 | Supplying and filling in foundation and basement with filling M-sand in layers of not more than 15 cm thick, well rammed watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 200 | M3 | - | - |
| 5 | 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 | M3 | - | - |
| 6 | Supplying and filling in foundation and basement with crushed stone dust in layers of not more than 15 cm thick, well rammed watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 28.5 | 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 10x 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) | 183 | 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 | |||||
| 8.01 | For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. | 14,649 | M2 | - | - |
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