Engineering Projects India Limited Tender
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Engineering Projects India Limited Tender
Civil And Construction
Building Construction
Eprocure
Opening Date4 Nov 2024
Closing Date14 Nov 2024
Tender Amount₹ 1,96,95,228
Costs
EMD
₹ 3,94,000Document Cost
₹ 2,360Tender Fee
Refer Documents
Summary
Piling Work For The Project Of Provision Of Administrative And Logistic Infrastructure Under Wp-07 And Wp-5b At Naval Station Rambilli Visakhapatnam Package 02
Description
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Contact
Tender Id
2024_EPI_213374_1Bid Award Id
ViewTender No
SRO/CON/ETS/261Tender Authority
Engineering Projects India Limited ViewPurchaser Address
-Website
http://www.mstcindia.co.in
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Documents
BOQ Items
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800mm dia pile
830
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900mm dia pile
800
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1000mm dia pile
150
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Steel Reinforcement for RCC work including straightening , cutting, bending and placing in position and binding all complete.
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labour charge for Fabrication, cutting , pending laying , making the pile reinforcement gauge and erection reinforcement gauge inclduing cover block , tie bars, binding wire etc ( exluding cost of reinforcement Steel ) Unit of measurement in kgs
75000
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Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.
Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Single pile above50 tonne and upto 150 tonne Safe capacity
-
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Initial test (Test Load 2.5 times the Safe
capacity)
2
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Routine test (Test Load 1.5 times the Safe
capacity)
2
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Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.
Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Single pile above50 tonne and upto 150 tonne Safe capacity
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Initial test (Test Load 2.5 times the Safe
capacity)
2
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Routine test (Test Load 1.5 times the Safe
capacity)
2
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Conducting routine vertical load test for 1.5 times safe load carrying capacity by means of High Strain Dynamic Load Test including provision and erection of crane- hammer-drop mechanism, acceleration and displacement velocity transducers to record both force and velocity including excavation, dewatering, preparation of pile head including building up of pile, additional reinforcement if any etc. all complete as per approved method (ASTM D4945-89), submission of test report, specifications and instructions of the Engineer for piles of following diameter :
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500 mm & 600 MM dia
2
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800 mm, 900 & 100 Dia
3
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Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for
determining safe allowable lateral load on pile :
-
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Upto 50 tonne capacity pile
2
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Above 50 tonne and upto 100 tonne capacity pile
2
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Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in- charge.
250
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Conducting cross-hole test in Bored Cast In-situ piles through 50 mm diameter PVC pipes shall be embedded (minimum numbers of pipes are indicated against each diameter of piles) during the construction, including cleaning the PVC pipes, supply of testing equipment and approach, carrying out the test by a qualified and experienced personnel, interpretation of results, submission of test reports complete in all respects as directed by the Engineer, for pile having diameter of:
Note:- The Test to be conducted within 3 day from the date of installation of pile otherwise payment shall not be made under this item. It shall be paid under item 2.9.6
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500 mm-(minimum 3 Numbers PVC pipes to be
embedded)
2
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600 mm-(minimum 4 Numbers PVC pipes to be
embedded)
2
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800 mm-(minimum 5 Numbers PVC pipes to be
embedded) ( the same applicable for 900 mm or 1000 mm dia)
2
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Conducting standard penetration tests as per IS: 2131 through pipe in all types of soil during boring only for such piles as directed, all as specified at every one metre interval, 16 m onwards from existing ground level and recording accurately the penetration.
100
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Fabrication , Erection and Driving of 6mm / 8mm thick liner maximum upto 8.00m depth for any dia unsign rigs, cranes and including all tool and tackles. Liner material will be supplied by EPI
23500
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