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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAccepted-AOC | ₹4.0 Cr | L1 | Accepted-AOC PROPER |
| 2 | L1₹4.0 CrRejected-AOC | ₹4.0 Cr | L1 | Rejected-AOC NOT QUALIFIED FOR AOC |
| 3 | L1₹4.0 CrRejected-AOC | ₹4.0 Cr | L1 | Rejected-AOC NOT QUALIFIED FOR AOC |
| 4 | L1₹4.0 CrRejected-AOC | ₹4.0 Cr | L1 | Rejected-AOC NOT QUALIFIED FOR AOC |
| 5 | L1₹4.0 CrRejected-AOC | ₹4.0 Cr | L1 | Rejected-AOC NOT QUALIFIED FOR AOC |
Tender Value
₹4.5 Cr
EMD Value
₹8.9 L
Closing Date
20 Nov 2023, 2:00 pmClosed
Chief Engineer Water Resources Department
O/O Chief Engineer Water Resources Department, Basistha, Guwahati 29
Construction of Puthimari R/B embankment from Dhekipota to Dakhin Gandhibari, Package 1
2023_DoWR_33355_1
TEMULPUR/2023-24/RIDF/II
Open Tender
Civil Works
Works
365 days
TAMULPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹9,000
₹8.9 L
Yes
24 Feb 2024
30 Oct 2023
20 Nov 2023
30 Oct 2023
20 Nov 2023
10 Nov 2023
Amount
Earth work in embankment by Mechanical means by truck carriage with locally available ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4 cm cube, dressing as per design section and compaction in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500 m distance, etc. complete as directed. B. Compaction with vibratory roller of 80-100 kN capacity 2.24.1.For initial Lead up to 1.00 Km for all lifts. 2.24.2. For beyond initial 1 Km & up to 10.00 Km & for all lifts.(for 2km extra lead)
Turfing with grass sods of largest possible rectangles of 12 cm. minimum thickness placed closely including dressing earth pegging with Jati bamboo split, watering till the grass grows for a lead up to 90 m and all lifts, etc. complete as directed.
Supply of Pre stressed Cement Concrete (PSC) Porcupine members of size 0.10m X 0.10mX 3.00m with M-30 grade of cement concrete conforming to IS 1343 : 2012 using super-plasticizer @1.2 lit/bag of cement with graded broken coarse aggregates up to 20mm size down conforming to IS 10262:2009 & IS 456:2000 and reinforced with 4 Nos. of 4 mm dia high tensile steel wire cable / strand with necessary cover and 4 mm high tensile stirrups at 250mm C/C, in conformity with IS-6403:R2002 and stressed to required strength not exceeding 9.18 N/mm, holes of 16 mm dia at 50 cm inside from both ends in the same face and in either face of post another 2 Nos. of holes of size 16 mm dia at 65mm inside from both ends including properly curing for 21 (twenty one) days and carriage of porcupine members from factory to the stack yard within a distance up to 50 Km including loading, unloading & stacking complete as directed.
Carriage of PSC porcupine members of size 0.10 m ×0.10 m × 3.00 m from Stack yard to Work Site including loading, unloading & stacking (3 km)
Labour charge for launching of PSC Porcupine including carriage of PSC porcupine members of size 0.10 m × 0.10 m × 3.00 m from the stack yard to the place of launching, erection of the Porcupine with 6 (Six) members properly, supply & fitting/fixing with 12 mm dia. 25 Cm long M.S. Nuts and bolts and launching the porcupine properly as directed. (Lead up to 150 m) Without Boat
ROYAL TRADING
ARIF HUSSAIN
M/S SUPREME ENETRPRISE
PULIN BORGOHAIN
Akhil Kumar Jain
Sri Bhaba Dev Mahanta
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