State Agricultural Marketing Board Tender

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State Agricultural Marketing Board Tender

Works

Civil And Construction

Road Construction

Raipur, Chhattisgarh

Opening Date26 Dec 2024

Closing Soon8 Jan 2025

Tender Amount₹ 5,18,400

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Costs

EMD
₹ 1,27,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
163443
Tender No
163443
Tender Authority
State Agricultural Marketing Board View
Purchaser Address
-
Website
http://www.cg.nic.in

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Documents

Document-5450.6 kB618404760452158055...6184047604521580559_149481_above 1cr mandi tender document.doc

Document-4423.9 kB655680977682340294...6556809776823402945_132044_ammend arang cc.doc

Document-390.4 kB413075024304041740...4130750243040417404_37803_Guidelines to Bidders_EPS_ v1.pdf

Document-223.3 kB693962588554548159...6939625885545481596_131979_ARANG MANDI CC ROAD.xlsx

Document-122.9 kBTender_Detail_1634...Tender_Detail_163443.html

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BOQ Items

DO_NOT_SHOW

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View all details for FREE

from main gate 2 to center

Quantity1350

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from main gate 1 to center

Quantity330

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Around covered shed A TO Godown 1

Quantity2370.8

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widening around covered shed A

Quantity522.27

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widening around covered Godown 1

Quantity169.2

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In front of Godown 2

Quantity175

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Around covered shed B , Open platform & Godown 3

Quantity3735.5

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Patch (1)

Quantity1066.5

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Patch (2)

Quantity910.08

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In front of Canteen

Quantity105

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Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300

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New road

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New Godown

Quantity625

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from main gate 2 to center

Quantity843.75

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from main gate 1 to center

Quantity165

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Around covered shed A TO Godown 1

Quantity1481.75

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widening around covered shed A

Quantity261.13

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widening around covered Godown 1

Quantity84.6

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In front of Godown 2

Quantity118.75

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Around covered shed B , Open platform & Godown 3

Quantity2334.69

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Patch (1)

Quantity533.25

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Patch (2)

Quantity455.04

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In front of Canteen

Quantity71.25

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Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.

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New road

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New Godown

Quantity187.5

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from main gate 2 to center

Quantity253.13

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from main gate 1 to center

Quantity49.5

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Around covered shed A TO Godown 1

Quantity444.53

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widening around covered shed A

Quantity78.34

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widening around covered Godown 1

Quantity25.38

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In front of Godown 2

Quantity35.63

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Around covered shed B , Open platform & Godown 3

Quantity700.41

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Patch (1)

Quantity159.98

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Patch (2)

Quantity136.51

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In front of Canteen

Quantity21.38

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Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.8 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

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New road

Quantity-

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New Godown W=(11.50+12.40)/2

Quantity358.5

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from main gate 2 to center W=(11.50+12.40)/2

Quantity483.97

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from main gate 1 to center

Quantity99

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Around covered shed A TO Godown 1 W=(11.50+12.40)/2

Quantity849.93

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widening around covered shed A

Quantity156.68

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widening around covered Godown 1

Quantity50.76

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In front of Godown 2 W=(9.40+8.50)/2

Quantity67.12

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Around covered shed B , Open platform & Godown 3 W=(11.50+12.40)/2

Quantity1339.18

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Amount -

Patch (1)

Quantity319.95

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Patch (2)

Quantity273.02

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In front of Canteen W=(9.40+8.50)/2

Quantity40.28

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Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , Carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. A Plant mix method (with Mechanically crushed stone only) (a) For Lower Sub-base with (i) Grading-III Material

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New road

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New Godown W=(10.9+11.50)/2

Quantity224

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from main gate 2 to center W=(10.9+11.50)/2

Quantity302.4

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from main gate 1 to center

Quantity66

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Around covered shed A TO Godown 1 W=(10.9+11.50)/2

Quantity531.06

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widening around covered shed A

Quantity104.45

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widening around covered Godown 1

Quantity33.84

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In front of Godown 2 W=(7.90+8.50)/2

Quantity41

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Amount -

Around covered shed B , Open platform & Godown 3 W=(10.9+11.50)/2

Quantity836.75

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Patch (1)

Quantity213.3

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Patch (2)

Quantity182.02

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In front of Canteen W=(7.90+8.50)/2

Quantity24.6

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Providing and laying cement concrete for plain concrete/ reinforced P.C.C. M-30 concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)

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Levelling course

Quantity371.84

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New road

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New Godown

Quantity300

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from main gate 2 to center

Quantity405

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from main gate 1 to center

Quantity99

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Around covered shed A TO Godown 1

Quantity711.24

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widening around covered shed A

Quantity156.68

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widening around covered Godown 1

Quantity50.76

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In front of Godown 2

Quantity52.5

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Around covered shed B , Open platform & Godown 3

Quantity1120.65

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Patch (1)

Quantity319.95

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Patch (2)

Quantity273.02

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In front of Canteen

Quantity31.5

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Providing and laying cement concrete for plain concrete/ reinforced P.C.C. M-30 concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)

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drain- bottom

Quantity12.5

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side wall-

Quantity30

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Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15

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For drain-

Quantity110

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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.

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Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20

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Construction of RCC open drainConstruction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.

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In Front of school-

Quantity200

Rate2592

Amount 518400

SUB ENGINEER

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CG STATE AGRICULTURE MARKETING MANDI BOARD RAIPUR

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DIVISION OFFICE RAIPUR

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