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[People's Government of Chidian town] bidding notice for phase I inspection of landscape water conservancy project in Chidian south area of Jinjiang City

Time: 10:15, August 21, 2020 Font display: large in Small Reading: one second

Tender announcement

 

Tender No   Heng Xin Quan Zhao [2020] No.41

1. Tender conditions

This bidding project Phase I inspection of landscape water conservancy project in South Chidian area of Jinjiang City The construction has been approved, and the bidder is People's Government of Chidian Town, Jinjiang City , construction funds Financial allocation (source of funds), the entrusted bidding agency is Fujian Hengxin Engineering Consulting Co., Ltd   Now, the testing conduct open Bidding.

2. Project overview

2.1 project name: Phase I inspection of landscape water conservancy project in South Chidian area of Jinjiang City

2.2 construction site: In Chidian Town, Jinjiang City, the North Bank of pugou branch at the lower reaches of 99 River, to the south of Shen Hai Expressway and to the east of Quan'an North Road

2.3 project construction scale The project is located in Chidian Town, Jinjiang City 5, respectively Total length of Central River one thousand three hundred and eighty-seven point five eight m. The total length of the lower reaches of the chenquanhe river is 1058.458.45m to the east of the chenquanhe River and the lower reaches of the qianquanhe river. The total length of the newly built river channel in the first phase is 3822.59m. The flood control standard of Chidian south area is once in 20 years, The building grade of the river bank of the project is Grade 4 and grade 5 for other secondary buildings.

2.4 total investment: About seventeen thousand eight hundred and five point three six Ten thousand yuan

2.5 bidding scope and content: The project includes Material testing and pile foundation testing Etc; For details, please refer to the inspection list provided by the bidder

2.6 detection cycle: ① The inspection work shall be carried out alternately with each link of construction, and on the premise of not affecting the construction progress. ② The testing unit shall organize personnel to arrive at the site to confirm the testing conditions within 24 hours after receiving the notice from the entrusting party, and enter the site for testing within 48 hours after confirming that the site meets the test conditions. The test results of each unit project shall be provided within 2 days after the completion of the on-site inspection, and the formal test report shall be provided within 5 days.

2.7 section division: There are two bid sections, the first bid section: material and pile foundation testing (construction unit); the second bid section: material testing (supervision unit). Bidder's participation This project That is to say, it is deemed to be responsive Two bid sections of the project And accept the principle of calibration For details, please refer to the pre attached table No 28 items.

3. Qualification requirements and examination methods of bidders

3.1 The bidder is required to have Class B and above qualification of water conservancy project quality inspection unit (geotechnical engineering, concrete engineering) issued by provincial and above water administrative department And have independent legal personality.

Consortium bidding is not accepted for this bidding project

3.2 the person in charge of the bidding project proposed by the bidder shall have Valid qualification certificate of water conservancy project quality inspector issued by China Water Conservancy Engineering Association (professional requirements: geotechnical engineering, concrete engineering) And they are the enterprise personnel of the bidder

3.3 refer to the bidding documents for the requirements of other main testing personnel of the bidder and other qualification requirements;

3.4 the methods adopted by the bid inviting party to examine the qualification of the bidder are as follows:   post-qualification

4. Access to tender documents

four point one Those who want to participate in the bidding shall apply to Fujian Hengxin Engineering Consulting Co., Ltd. and purchase the bidding materials. Price of each set of bidding documents 200 yuan, time is two thousand and twenty   year 08 month twenty-one day 09 Hour 00 To two thousand and twenty year 08 month twenty-seven day eighteen Hour 00 After sales, sales will not be refunded.

5. Bid evaluation method

5.1 bid evaluation methods adopted in this bidding project: Simple evaluation method

 

6. Submission of tender security

6.1 submission time of bid security: two thousand and twenty   year 09 month 03 day fifteen : thirty

6.2 submission method of bid security: In cash

6.3 amount of bid security submitted: ten thousand element RMB (the same below).

7. Submission of tender documents

7.1 deadline for submission of tender documents two 020   year 09 month 03 day  1 five   Hour   thirty   Minutes, place of submission: Meeting room of the people's Government of Jinchi town At the bid opening meeting, the legal representative of the bidder or his / her authorized agent shall be present on time with the original of his / her ID card (or the original of the power of attorney if he / she is the entrusted agent) on time for verification and registration. If he / she fails to attend the bid opening meeting on time or fails to issue the above certificates completely, It shall be deemed as automatic abstention and abandonment of bidding The bidder shall wear a mask at the place of bid opening and cooperate with the inspection and temperature test. If the bidder fails to participate in the bidding due to the absence of mask or fever, the consequences shall be borne by the bidder. After submitting the tender documents and signing in, all bidders shall keep a certain distance immediately, and shall not gather to talk with each other.

7.2. The tender documents of the bidder not registered shall not be accepted.

7.3. Overdue or not delivered to the designated place or Not sealed and marked as required The bid inviting party shall not accept the tender documents.

8. Testing cost and composition

8. 1 The first bid section: the service charge for material and pile foundation inspection (the construction unit) is RMB 530000; the second bid section: the service charge for material testing (supervision unit) is RMB 30000

8.2 for the detailed contents of the engineering quantity composition of the testing cost, see the attached table 1 and 2 of the bidding announcement.

9、 Media for announcement

At the same time, the announcement of this bidding is Fujian Province public resources trading electronic public service platform ggzyfw.fujian.gov.cn)、 China jinjiang.com( http://vipmuju.com/) and Bulletin board of people's Government of Chidian Town, Jinjiang City Published on.

ten , contact information

The bidder: People's Government of Chidian Town, Jinjiang City

land   Address: People's Government of Chidian Town, Jinjiang City Postcode: three hundred and sixty-two thousand and two hundred

electric   Words: 0595-85988091

contacts: Yan sir

Bidding agency:    Fujian Hengxin Engineering Consulting Co., Ltd   

Address: Anping Road, Luojiang District, Quanzhou City 17 / F, Luojiang enterprise building, No.4 Postcode:  362000  

Telephone: 0595-28877699 thirteen billion nine hundred and fifty-nine million seven hundred and thirty-eight thousand one hundred and seventy , fax: 0595-28877699

contacts:   leaflet   

 

Supervision department: Office of Discipline Inspection Commission of Chidian Town, Jinjiang City

land    Point: People's Government of Chidian Town, Jinjiang City

contact number: 0595—85988007

 

 

Date: August 21, 2020

 

 

 

 

 

Schedule one   Inspection list of supervision and construction unit of phase I landscape water conservancy project in Chidian south area of Jinjiang City

Summary of raw material inspection plan

Test item name

Test site

construction control unit

Construction unit

Sampling quantity (Group)

Sampling frequency

Total groups

Sampling quantity (Group)

Sampling frequency

Total groups

Cement 42.5R P.O

The whole project

Cement mixing pile, concrete storage sluice and three-way well, masonry retaining wall and foundation, culvert

fourteen

Sampling inspection shall be conducted according to 10% of the sampling groups of the construction unit

fourteen

fourteen

Sampling number of construction unit is 10%

fourteen

Medium sand

The whole project

Concrete storage sluice and three way well, masonry retaining wall and foundation, culvert

three

three

three

three

Crushed stone

The whole project

Concrete retaining wall, retaining wall and sluice foundation

two

two

two

two

a steel bar

Storage sluice of Chidian reach and wave pile of central reach

Φ14

1 group in each group,

There were 7 groups

According to the specifications, 10% of the sampling groups of the construction unit shall be selected for random inspection

one

Each group had 7 groups

According to the specifications, 10% of the sampling groups of the construction unit shall be selected for random inspection

one

Φ20

one

one

Φ22

one

one

Φ16

one

one

Φ8

one

one

Φ18

one

one

Φ25

one

one

Lump stone

The whole project

Gabion box block stone, retaining wall and foundation riprap

one

Sampling inspection shall be conducted according to 10% of the sampling groups of the construction unit

one

one

Sampling inspection shall be conducted according to 10% of the sampling groups of the construction unit

one

Summary of intermediate product testing plan

Test item name

Test site

construction control unit

Construction unit

Sampling quantity (Group)

Sampling frequency

Total groups

Sampling quantity (Group)

Sampling frequency

Total groups

Eco bag

The whole project

Bank revetment

one

Sampling number of construction unit is 10%

one

one

Sampling inspection shall be conducted according to 10% of the sampling groups of the construction unit

one

Gabion

The whole project

Bank revetment

one

one

one

one

651 rubber waterstop

The whole project

Structural joint of box culvert

one

one

one

one

Geotextile 300g / m2

The whole project

one

one

one

one

 

 

 

 

 

 

 

 

 

Summary of mix proportion test plan

Test item name

Test site

construction control unit

Construction unit

Sampling quantity (Group)

Sampling frequency

Total groups

Sampling quantity (Group)

Sampling frequency

Total groups

M10 cement mortar

Chidian River, Chentang River, Central River, qiantou River and Xindian River

Slope protection, reserved pipeline masonry retaining wall and foundation

one

Sampling inspection shall be conducted according to 10% of the sampling groups of the construction unit

one

one

Sampling inspection shall be conducted according to 10% of the sampling groups of the construction unit

one

C15 concrete

Underdrain cushion

one

one

one

one

C20 concrete

Reservoir cushion, three way well cushion, well chamber and cover plate

one

one

one

one

C30 concrete

Structure of culvert and reservoir

one

one

one

one

Summary of mixture inspection plan

Test item name

Test site

construction control unit

Construction unit

Sampling quantity (Group)

Sampling frequency

Total groups

Sampling quantity (Group)

Sampling frequency

Total groups

M10 cement mortar

Chidian reach

Foundation of masonry retaining wall for slope protection

one

According to the parts, sampling inspection shall be conducted according to 10% sampling frequency of the construction unit

ten

one

The sampling frequency is 10%

ten

Masonry retaining wall for slope protection

one

one

Reserved pipeline masonry retaining wall and foundation

one

one

Chentang reach

Reserved pipeline masonry retaining wall and foundation

one

one

Central reach

Reserved pipeline masonry retaining wall and foundation

one

one

Connecting retaining wall and foundation of reservoir

one

one

Xindian river section

Masonry retaining wall and foundation for slope protection

one

one

Chidian reach

Foundation of masonry retaining wall for slope protection

one

one

Masonry retaining wall for slope protection

one

one

Retaining wall foundation and reserved mortar

one

one

C15 concrete

Central reach

C15 concrete cushion for culvert

one

three

one

three

Xindian river section

C15 concrete cushion for culvert

one

one

Qiantou reach

C15 concrete cushion for culvert

one

one

C20 concrete

Chentang reach

C20 concrete cushion, well chamber and cover plate of three way well

one

six

one

six

Central reach

C20 concrete cushion, well chamber and cover plate of three way well

one

one

C20 concrete cushion of reservoir

one

one

Qiantou reach

C20 concrete cushion, well chamber and cover plate of three way well

one

one

C20 concrete cushion of reservoir

one

one

Xindian river section

C20 concrete cushion, well chamber and cover plate of three way well

one

one

C30 concrete

Central reach

C30 concrete bottom plate of reservoir

one

fourteen

one

fourteen

C30 concrete wall and roof of reservoir

one

one

C30 concrete for culvert

one

one

Qiantou reach

C30 concrete bottom plate of reservoir

one

one

C30 concrete wall and roof of reservoir

one

one

C30 concrete for culvert

seven

seven

Xindian river section

C30 concrete for culvert

two

two

Summary of geotechnical material testing plan

Test item name

Test site

construction control unit

Construction unit

Sampling quantity (Group)

Sampling frequency

Total groups

Sampling quantity (Group)

Sampling frequency

Total groups

Soil compaction test

Revetment foundation and embankment

one

According to the parts, sampling inspection shall be conducted according to 10% sampling frequency of the construction unit

one

one

According to the parts, sampling inspection shall be conducted according to 10% sampling frequency of the construction unit

one

Compactness of backfill

Site backfilling

eighteen

fifty-two

eighteen

fifty-two

Chidian reach

Bank revetment

eight

eight

Earthwork backfilling of reservoir

two

two

Chentang reach

Bank revetment

one

one

Central reach

Bank revetment

four

four

Earthwork backfilling of reservoir

one

one

Earthwork backfilling of culvert

two

two

Qiantou reach

Bank revetment

five

five

Backfill earth reservoir

one

one

Earthwork backfilling of culvert

six

six

Xindian river section

Earthwork backfilling of culvert

four

four

 

 

 

 

 

 

 

Table 2: Summary of pile foundation quality inspection plan

Test item name

Test site

Quantity used

Number of sampling groups

Sampling frequency

Total quantity (Group)

Cement mixing pile
(3D light penetration inspection)

Chidian reach

Composite foundation treatment pile

two thousand two hundred and ninety-six

root

twenty-three

The sampling frequency is 1% of the total number

eighty-seven

Chentang reach

Composite foundation treatment pile

zero

root

 

Central reach

Composite foundation treatment pile

one thousand seven hundred and sixty-six

root

eighteen

Qiantou reach

Composite foundation treatment pile

four thousand six hundred and thirty-five

root

forty-six

Cement mixing pile
(7d pile head inspection)

Chidian reach

Composite foundation treatment pile

two thousand two hundred and ninety-six

root

one hundred and fifteen

The sampling frequency is 5% of the total number

four hundred and thirty-five

Chentang reach

Composite foundation treatment pile

zero

root

zero

Central reach

Composite foundation treatment pile

one thousand seven hundred and sixty-six

root

eighty-eight

Qiantou reach

Composite foundation treatment pile

four thousand six hundred and thirty-five

root

two hundred and thirty-two

Cement mixing pile
(28d single pile bearing capacity test)

Chidian reach

Composite foundation treatment pile

two thousand two hundred and ninety-six

root

eleven

The sampling frequency is 0 .5%

forty-three

Chentang reach

Composite foundation treatment pile

zero

root

 

Central reach

Composite foundation treatment pile

one thousand seven hundred and sixty-six

root

nine

Qiantou reach

Composite foundation treatment pile

four thousand six hundred and thirty-five

root

twenty-three

Cement mixing pile
Bearing capacity test of Composite Foundation (28d)

Chidian reach

Composite foundation treatment pile

two thousand two hundred and ninety-six

root

eleven

The sampling frequency is 0 .5%

forty-three

Chentang reach

Composite foundation treatment pile

zero

root

 

Central reach

Composite foundation treatment pile

one thousand seven hundred and sixty-six

root

nine

Qiantou reach

Composite foundation treatment pile

four thousand six hundred and thirty-five

root

twenty-three

Cement mixing pile (28d core sample of anti slide pile)

Chidian reach

Anti slide pile

six thousand one hundred and twenty-eight

root

thirty-one

The sampling frequency is 0 .5%

ninety-one

Chentang reach

Anti slide pile

one thousand six hundred and forty-eight

root

eight

Central reach

Anti slide pile

four thousand six hundred and four

root

twenty-three

Qiantou reach

Anti slide pile

five thousand eight hundred and eight

root

twenty-nine

 

remarks: 1. The project is fixed total Price contract, The first bid section: the service charge for material and pile foundation inspection (the construction unit) is RMB 530000; the second bid section: the service charge for material testing (supervision unit) is RMB 30000

      2. Test items and list: see attached table 1 and table 2 for the first bid section, and Schedule 1 for the second bid section.

three total The price price has included all taxes and fees, the whole test process cost, equipment mobilization and mobilization fee, handling, hoisting, pile test before construction and acceptance test pile after construction (if necessary), etc., which shall be fully considered by the bidder during bidding;

 

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