Public Works Department Tender
View complete overview of Manipur PWD Tender
Costs
EMD
₹ 2,42,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_PWDM1_2129_1Bid Award Id
ViewTender No
EE/IE/etender/2022-23/16 Dt. 10.03.2023Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwdmanipur.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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ii) Grading-II (Aggregate size - 53 mm to 22.4 mm
a) Using Screening Crushable type such as Moorum or Gravel
512.72
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Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 35 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled , vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects.(II) for grading II(10 mm nominal size) (a) Using Bitumen 60/70
205.09
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
6836.25
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SH :- (SH:-Construction of 4 m span RCC Slab culvert )
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Earth work in excavation by mechanical means (Hydraullic excavator)/manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-In-Charge
150
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Cement concrete 1:4:8 mix with stone aggregate 40mm. nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m. above ground/bed level
22.07
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Plain cement concrete M-15 mix with stone aggregates 20mm. nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m. below ground / bed level and or 1.5m. above ground/bed level i/c formwork.
140.9
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Plain cement concrete M-15 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m. from bed/ground level i/c formwork..
2.64
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Reinforcement for R.C.C work including straightening,cutting,bending,placing in position and binding all complete up to plinth level.(Including carriage charge of all materials) a) Thermo-mechanically Treated bars
1801.86
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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates & walls excluding steel but including centering and shuttering laid in position.
10.5
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Reinforced cement concrete mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position. (i) M-20
13.5
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Back filling behind abutment,wing wall and return wall complete as per drawing and technical specification.
50
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Providing laying and compacting Granular base/Sub base with naturally occuring sand gravel material free from organic or other deleterious constituent spreading with Motor Grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150mm (Spread thickness)(Including Carriage charge of all materials)
8.19
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Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. A. By Manual Means
i) Grading-I (Aggregate size - 63 mm to 45 mm
a) Using Screening Crushable type such as Moorum or Gravel
8.19
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ii) Grading-II (Aggregate size - 53 mm to 22.4 mm
a) Using Screening Crushable type such as Moorum or Gravel
8.19
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Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 35 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled , vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects.(II) for grading II(10 mm nominal size) (a) Using Bitumen 60/70
3.28
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
109.2
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