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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.1 CrAccepted-AOC | L1 | Accepted-AOC The Board has accepted the lowest negotiated tender in favour of M/s AMD overseas impex (India) pvt ltd., to a value of Rs. 25,12,22,556/- | |
| 2 | L1₹45.1 CrRejected-AOC NAMAKKAL | L1 | Rejected-AOC Rejected |
Tender Value
₹25.1 Cr
EMD Value
₹12.7 L
Closing Date
6 Jul 2023, 12:00 pmClosed
Superintending Engineer (NC-II)
New No. 56 Old No. 140 Tamil Nadu Urban Habitat Development Board Santhome High Road Chennai 600004
Reconstruction of 168 Tenements (Stilt plus 6 Storied) adopting Type Design No 80 / 2022 and 81 / 2022 including internal water supply, sanitary and electrification arrangements with development works at Badrikarai Scheme in Chennai
2023_TNUHB_320360_1
TNUHDB/78/D1/SE(NC-II)/2023
Open Tender
Civil Works
Item Rate
546 days
Chennai
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹12.7 L
Chennai
1 Dec 2023
29 May 2023
7 Jul 2023
29 May 2023
6 Jul 2023
9 Jun 2023
5 Jun 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Labour charges for providing bored cast in situ piles of 500 mm dia to the required depth from the existing ground level including boring through ordinary soil other than soft rocks hard stratum and providing arrangements for concreting by tremie method as per IS 2911 excluding the cost of concrete, steel & fabrication of reinforcement in position but including the cost of mobilization charges bentonite solution, clearing the removed mud away from the vicinity of site and hire charges of all other tools & plants and rig required for the work etc., complete as directed by the departmental officers. | 9,067 | RM | - | - |
| 2 | Test of single pile under routine load test, for a test load of 1350 KN (safe load (900x1.5) as per IS 2911 (part IV)-2013 inclusive of all charges for mobilization, extention or cutting of pile that may be necessary errecting loading platform in the manner acceptable and approved by departmental officer with labour and other incidental charges for loading and unloading test load and hire charges and all other incidental charges for conducting test including retaining the test load for 24hours at 100% capacity test certificate and caliberation charges for pressure gauge are to be produced to the Executive Engineer. Before commencing day of test. Caliberation of pressure gauge has to be done before applying the Ist load etc, complete in all respects as directed by departmental officers | 4 | Nos | - | - |
| 3Earth work excavation for foundation with all intial leads and lifts in all soils and sub soils and to the required depth as may be directed except hard rock requiring blasting inclusive of shoring. strutting and bailing out water and depositing the surplus earth in places shown and levelling the site with all leads and lifts etc, complete in all respects as directed by departmental officers | |||||
| 3.01 | With Intial lead of 10 m and Intial lift of 2 m | 1,141 | M3 | - | - |
| 3.02 | Additional Lift of 1m | 23 | M3 | - | - |
| 4 | Refilling with selected excavated earth other than M-Sand complying with relevant standard specifications for refilling in foundation and basement including spreading in layers not exceeding 15cm thick, watering and consolicaton by hand ramming, etc complete in all respects as directed by the departmental officers | 282 | M3 | - | - |
| 5 | Filing in foundation and basement with M-Sand in layers not exceeding 15 cms thick well watered rammed and consolidated complying with relevant standard specification including the cost of Supplying M-Sand etc., complete in all respects as directed by the departmental offcers | 104.5 | M3 | - | - |
| 6 | Filling in foundation and basement with Quarry dust in landyers not exceeding 15 cms thick wel watered rammed and consolidated complying with relevant standard specification including the cost of supplying Quarry dust etc., complete in a respects as directed by the departmental officers | 1,028 | M3 | - | - |
| 7 | Cement concrete 1:4:8 (One of cement, four of M-sand and eight of hard broken stone jelly) using 40mm size hard broken stone jelly inclusive of shoring, strutting, bailing out water laying, ramming curing etc complete as directed by the departmental officers | 157.5 | M3 | - | - |
| 8Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS 456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC tems of works with minimum cement content of 400 kglms and maximum water cement ratio of 0.45, including admiture (plasticiser super plasticiser) recommended proportions as per IS:9103 to accelerate, retard seting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg of M-Sand, but excluding cost of reinforcement gril and fabricating charges, centering and shuttering and also including laying. vibrating with mechanical vibrators, fnishing. curing. etc. and providing fixtures like fan clamps in the RCC floor roof slabs wherever necessary without claiming extra, etc complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). | |||||
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