Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.5 Cr+₹20.3 L (8.78%)Admitted-Finance | ₹2.5 Cr+₹20.3 L (8.78%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Disqualified-lntegrity Pact not submitted |
| Sl No | Description | Qty | Unit | AJAYA KUMAR SAMAL AND CO L1 | PACIFIC ENGINEERS L2 |
|---|---|---|---|---|---|
| 1.00 | Detail survey of construction site along with the design,drawing and detailing of the following:
i) G.A Drawing
ii) All Civil foundation design, drawing and detailing
iii) Vetting of final design & drawing from IIEST/JU/IIT (All drawing should be submitted both in hard and soft copies along with PDF & Auto Cad files)
[Total 03 Nos. site, 01No. on Dolphin Jetty(Main Unit), 2Nos. at RBD Unit (near by land Hooghly Jetty & Ganga Jetty ) | 3 | EA | 3,80,000 ₹11,40,000 Lowest | 10,00,000 ₹30,00,000 |
| 2.00 | Soil investigation (Minimum 2nos bore hole) [Location :near by land at Hooghly jetty site & Ganga Jetty site] | 2 | EA | 2,80,000 ₹5,60,000 | 2,25,000 ₹4,50,000 Lowest |
| 3.00 | Providing, cutting, bending and placing in position reinforcement bars of 32mm diameter and confirming to IS 1786 (Fe 500 Grade) wherever required by means of providing ETA Approved (Type 1), Seismic Approved (C1 & C2), ICC Approved, Fire Resistance Class R240, Pure Epoxy Based rebar grouting chemical FIS EM PLUS/ Hilti Re or equivalent having bond resistance of minimum 18 Mpa and minimum life expectancy certificate of 120 years within slab/beams as per recommended embedment depth (320mm) by relevant manufacturer & approved by the Structural Engineer & EIC after proper drilling holes in slab/beams by machine drill as per requirements with existing reinforcement, without damaging any PT Tendons/ reinforcement, making good the surfaces after the work is complete to the complete satisfaction of the Structural consultant, Architect & EIC. | 780 | EA | 1,250 ₹9,75,000 Lowest | 3,700 ₹28,86,000 |
| 4.00 | Providing, cutting, bending and placing in position reinforcement bars of 32mm diameter and confirming to IS 1786 (Fe 500 Grade) wherever required by means of providing ETA Approved (Type 1), Seismic Approved (C1 & C2), ICC Approved, Fire Resistance Class R240, Pure Epoxy Based rebar grouting chemical FIS EM PLUS/ Hilti Re or equivalent having bond resistance of minimum 18 Mpa and minimum life expectancy certificate of 120 years within slab/beams as per recommended embedment depth (541mm) by relevant manufacturer & approved by the Structural Engineer & EIC after proper drilling holes in slab/beams by machine drill as per requirements with existing reinforcement, without damaging any PT Tendons/ reinforcement, making good the surfaces after the work is complete to the complete satisfaction of the Structural consultant, Architect & EIC. | 120 | EA | 1,175 ₹1,41,000 Lowest | 3,900 ₹4,68,000 |
| 5.00 | Providing Bored Cast-in-situ R.C.C.pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps including bentonite wash prior to placing concrete by tremie pipe in one continuous operation and including the cost of all material sand labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering of reinforcement cage , preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000m. Work to be executed as per IS:2911 (Part II Sec 2). Using hydraulic piling rig Pile diameter - As per design | 864 | M | 7,450 ₹64,36,800 | 3,700 ₹31,96,800 Lowest |
| 6.00 | Performing Vertical load test on single Pile in accordance with IS:2911(Part-IV) by hydraulic jacks on pile/piles with 1.5 times the design load including preparation of the head of piles with concrete of required strength for receiving the jacks with all ancillary arrangements for setting up gauges, construction of suitable platforms, keeping the loads and dismantling and removing all arrangement etc. complete as per IS specification and direction of Engineer-in-charge Testing load up to 100 T. | 2 | EA | 1,53,000 ₹3,06,000 Lowest | 3,25,000 ₹6,50,000 |
| 7.00 | Providing MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-in-Charge. | 30 | MT | 71,000 ₹21,30,000 Lowest | 1,00,000 ₹30,00,000 |
| 8.00 | Supplying ready mixed concrete of M 30 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete With approved concrete pump | 250 | CUM | 8,600 ₹21,50,000 | 8,300 ₹20,75,000 Lowest |
| 9.00 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. | 20 | CUM | 3,200 ₹64,000 | 2,200 ₹44,000 Lowest |
| 10.00 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars | 70 | CUM | 3,200 ₹2,24,000 Lowest | 3,500 ₹2,45,000 |
Tender Value
Refer Docs
EMD Value
₹5.5 L
Closing Date
21 Oct 2024, 12:00 pmClosed
Mr. Nilanjan Kar, Sr. Manager (Contract) GRSE
Mr. Nilanjan Kar, Sr. Manager (Contract), GRSE
FOUNDATION and BASE WORK FOR TOWER CRANES 03 NOS AT GRSE RBD and MAIN UNIT, KOLKATA.
2024_GRSE_95719_1
SCC/NK/NIC/OT/YM/FDN TC/018R/ET-3063
Open Tender
Job Works
Item Rate
120 days
As per tender document
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
Yes
Garden Reach Shipbuilders and Engineers Limited
₹5.5 L
Yes
GRSE Main Unit, 43by46, Garden Reach Road, Kolkata
21 Nov 2024
19 Sept 2024
23 Oct 2024
19 Sept 2024
21 Oct 2024
1 Oct 2024
25 Sept 2024
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 5.43 MB
GRSEInstructionsToBidderForOnlineBidSubmission.pdf
Additional Documents • 0.22 MB
MATRIX-3063-FDN-TC.xls
Tender Documents • 0.16 MB
BOQ_105205.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .