Cochin Shipyard Limited has published Tender For Construction Of Pile Foundation And Concrete Blocks For Tower Crane At Cksru- Kolkata The Contract Is For Construction 25M Deep Pile Foundation And Construction Of 5 Nos Counter Jib Concrete Blocks At Cksru-Kolkata. Submission Date for this Tender is 22-05-2024. Cranes Tenders in kolkata West Bengal. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 16-May-2024 | Corrigendum No-1 | Date | 22-05-2024 |
FileName | File Description | File Size |
8f0d25c3-a512-456d-b50a-0241adf49d4d.html | Tender Notice | 0 KB |
BOQ_213435.xls | Tender Document | 0 KB |
Tender-Doc.pdf | Tender Document | 0 KB |
Tendernotice_1.pdf | Tender Document | 0 KB |
Sl. No. | Item Description |
1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m. |
2 | Backfilling the available excavated earth (excluding rock)in trenches, sides of foundations etc. by mechanical/manual means including ramming and watering of the earth in layers not exceeding 20cm in depth, consolidating each deposited layer. |
3 | Providing and laying plain cement concrete 1:3:6 using 20mm down graded broken stones including cost of shuttering and conveyance of all materials, labour for mixing, laying, compaction, curing etc.complete. |
4 | Supply and laying in position M30 grade of cement concrete including the cost ofcompaction, centering & shuttering, finishing, providing cover blocks, curing etc.excluding the cost of reinforcement. Vibrator shall be used to match the thickness of the concrete layer which shall not be more than 20cm. |
5 | For Pile cap including setting up of foundation bolt assembly of crane inside the reinforcement cage (structural fabrication works will be measured under relevant item) |
6 | For counter- jib ballast block (counter weight of crane) in required size & shape as per drawing and placing the blocks at required location with in a lead of 50m |
7 | Supply, cutting, bending, straightening, bindingand placing in position, the steel reinforcement for R.C.C. work including cost of labour, tools etc. all complete using the bars of grade Fe-500D or more as per drawing. |
8 | Supply & fabrication of angles, flats, solid rods, base plate etc. by straightening, cutting, welding, buffing & application of one coat of primer etc, and erecting in position to line and level by welding/bolting including hire charges for tools and plants, cost of electrodes, other incidentals etc. completeas per direction of Engineer-in-charge. |
9 | Boring using hydraulic auger boring machine/ percussion drilling using DMC/ tractor mounted rotary drilling machine for the installation of bored cast in-situ RCC pile using M30 grade concrete (including cost of concrete) having min. cement content of not less than 400Kg/m3 with 20mm nomnal size hard granite broken stone as per the relevant IS codes and as per the standard practice as approved by the Engineer in charge. The depth of pile shall be approximately 25m in depth and 550 mm in diameter. The rate shall include boring, cost of bentonite, disposal of muck and slurry, cost of concrete, flushing the bore hole to the required time of fabrication and installation of reinforcement, charges for the temporary casing pipe etc. all complete excluding the cost of reinforcement. The cost shall also include necessary works for the concrete overflow to flush out the mud as per IS specification. The pile will be measured only from the cut-off level and pile shall be cast 0.90m above the cut-off level for pile chipping. (cost of 0.90m pile for chipping is considered in the rate). The reinforcement shall be extended for inserting to the pile cap and will be measured in Item No. 5. All works shall be carried out as directed by CSL confirming to the relevant Indian Standards. |
10 | Chipping of concrete above the cut-off level of pile by manual/meachanical means including disposing the demolished concrete and bending the reinforcement to lap with pile cap after cleaning etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge. |
11 | Supplying, fabricating and inserting 6mm MS plate liner in bore hole |
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