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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.5 LAdmitted-Finance | ₹62.5 L | L1 | Admitted-Finance |
| 2 | L2₹93.0 L+₹30.5 L (48.8%)Admitted-Finance | ₹93.0 L+₹30.5 L (48.8%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | D.D.ENTERPRISE L1 | AJAYA KUMAR SAMAL AND CO 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) | 1 | EA | 3,00,000 ₹3,00,000 Lowest | 3,00,000 ₹3,00,000 Lowest |
| 2.00 | Soil investigation consisting with subgrade CBR, soil characteristics, index property of soil, permeability, proctor test, field compaction test, Sub soil exploration of 150mm dia conducting standard penetration test as per IS 2131-1981(minimum 3 bore hole) | 1 | LS | 1,50,000 ₹1,50,000 Lowest | 3,50,000 ₹3,50,000 |
| 3.00 | 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 | 400 | M | 5,546 ₹22,18,400 Lowest | 8,900 ₹35,60,000 |
| 4.00 | 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. | 1 | EA | 67,912 ₹67,912 Lowest | 2,50,000 ₹2,50,000 |
| 5.00 | 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. | 2.1 | MT | 1,11,000 ₹2,33,100 Lowest | 1,30,000 ₹2,73,000 |
| 6.00 | Earth work in excavation including cleaning away vegetation, surbs, etc. if any, for foundation, trenches, drains in earth, soil of all types (ordinary /hard soil) in both dry and wet conditions, sand, gravel and soft murum, including dewatering, dressing of sides and ramming of bottom and remonal of excess earth/soil etc. all complete as specified and as directed.(Mode of measurement shall be nett as per drawing). | 200 | Cum | 260 ₹52,000 Lowest | 600 ₹1,20,000 |
| 7.00 | Bailing or pumping out water from foundation trenches. | 25 | Cum | 31.5 ₹787.5 Lowest | 135 ₹3,375 |
| 8.00 | Removal of mud/sludge/slurry/liquid earth obtained during piling work from the working site and disposal of the same beyond the KMC/Municipal or any suitable area with conformity of Municipal Corporation Rules using tanker including loading and unloading the same with pump, clearing the site complete in all respect as directed. | 400 | Mtr. | 59.52 ₹23,808 Lowest | 1,600 ₹6,40,000 |
| 9.00 | 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 For Pile Cap | 119 | Cum | 9,558 ₹11,37,402 Lowest | 9,800 ₹11,66,200 |
| 10.00 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. | 5 | Cum | 618 ₹3,090 Lowest | 3,174.55 ₹15,872.75 |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
17 Jun 2026, 12:00 pmClosed
Mr. A J kandir, Sr. Manager (Contract), GRSE
Mr. A J kandir, Sr. Manager (Contract), GRSE
FOUNDATION WORK FOR INSTALLATION OF 10 TON TOWER CRANE (01 No.) AT GRSE-KPDD UNIT, KOLKATA
2026_GRSE_99564_1
SCC/AJK/OT(W)/TOWER CRANE/KPDD/051/ET-3456
Open Tender
Job Works
Item Rate
120 days
As per tender document
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Yes
GARDEN REACH SHIPBUILDERS and ENGINEERS LIMITED
₹1.5 L
Yes
VC As per NIT
8 Jul 2026
27 May 2026
19 Jun 2026
27 May 2026
17 Jun 2026
11 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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) | 1 | EA | - | - |
| 2 | Soil investigation consisting with subgrade CBR, soil characteristics, index property of soil, permeability, proctor test, field compaction test, Sub soil exploration of 150mm dia conducting standard penetration test as per IS 2131-1981(minimum 3 bore hole) | 1 | LS | - | - |
| 3 | 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 | 400 | M | - | - |
| 4 | 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. | 1 | EA | - | - |
| 5 | 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. | 2.1 | MT | - | - |
| 6 | Earth work in excavation including cleaning away vegetation, surbs, etc. if any, for foundation, trenches, drains in earth, soil of all types (ordinary /hard soil) in both dry and wet conditions, sand, gravel and soft murum, including dewatering, dressing of sides and ramming of bottom and remonal of excess earth/soil etc. all complete as specified and as directed.(Mode of measurement shall be nett as per drawing). | 200 | Cum | - | - |
| 7 | Bailing or pumping out water from foundation trenches. | 25 | Cum | - | - |
| 8 | Removal of mud/sludge/slurry/liquid earth obtained during piling work from the working site and disposal of the same beyond the KMC/Municipal or any suitable area with conformity of Municipal Corporation Rules using tanker including loading and unloading the same with pump, clearing the site complete in all respect as directed. | 400 | Mtr. | - | - |
| 9 | 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 For Pile Cap | 119 | Cum | - | - |
| 10 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. | 5 | Cum | - | - |
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