Municipal Corporation Tender
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Municipal Corporation - AMCA Tender
Pipes and Pipe Related Activities
Eprocure
Opening Date17 Mar 2021
Closing Date23 Mar 2021
Tender Amount₹ 8,91,929
Costs
EMD
₹ 8,919Document Cost
₹ 600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_AMCA_647706_2Bid Award Id
ViewTender No
AMC/EE/ZONE06/2021/399Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://http://aurangabadmahapalika.org/
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Documents
BOQ Items
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Construction of granulair sub base By providing course graded material mixing in a mechanical mix plant at OMC carrige of mix material work site spreading in a uniform layers with motor grader/paver on prepared suface and compacting with vibratory power rolles achive the desired denity comp.as per clause 401 plant mix method and grading -II Material It No. 3.02
68
140400
2064.72
... More
Providing and laying casting in situ /redy mix cement concret in M-10 of trap /Granite /Qurtzite Gniess /metal for Foundition and bedding including Balling out Water from work laying pumpng compacting roughning them if spacial finish is to be Proivieded finshing if requiar and curing complete with fully Automatic .micri processr based PLC With SCADA reversable drum type mixer/concret batch mix plant (pan mixer) etc.complete. with natural VSI quality artificail sand BD E 1 24.01 Bd E 1 Page No.287 (SSR :24.01)
34
182922
5380.08
... More
Providing laying in situ M30 grade uneinforced plain cment concrete pavement over a prepared sub base with 43 grade cement coarse nad fine aggregate comforming to IS:383 using fine and coarse aggregrate combine gradation as per table 600 -3 morth specification 2013 mixed in batching and mixing plant non tilting mixer and weigh batcher as per spproved mix design snd mixture trsanporting to dit spreading laying compating finish in a continious opration finishing to line and grades as directed by engineer in charge curuing by curing compound /by providing cmenet veta in ement mortor 1:8@ 0.60x0.6m center admeuuring 80mm of bottom and 40 mm at top with depth of 75 mm and maintaning the same thouht curing period by any other method approved by engineer in charge (Vibrert & lavel With Dable Beam vibrator vacum dewatering float the surface with power Trowel, specified joint with groove cutting joint to be filed with spcified material ) As per SSR Item No.5.01
51
358246
7024.45
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Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete.As per SSR ItemNo.5.20
10.8
11805
1093.12
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providing and laying casting in situ /read mix cement codcrete m-15 of trap/ granit /quartzite/ gneiss metal for coping to plinth or paraped ,moulded or chemfered as per drawing or as directed including steel plywood/steel form work compacting roughening them if spacial finish is to be proviede finishing unven and hony combed urface and curing stc.complete.the cement mortor 1:3 cement palster conciderd for rendering unven and hony combed surface only newly laid concrete shall be covered by gunny bag plastic ,tarpulin etc.(wooden centering will not be allaowed )As Per SSR ItemNO.24.16
0.48
2791
5798.2
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Providing earth work in embankment with approved materials obatained by Excevation from departmental and or other sources incl all lifts and lead upto 50 M laying in layers of 20 cm to 30 cm thickness breaking colds dressing to the required lines cuvers grade and section watering and copacing to 97% of stad proctor density etc. copm. SSR Item No.2.28
7.65
5804
758.73
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Add for Royalty Chargess
7.65
1081
141.34
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Laboratory Testing of Compressive strength of C.C. Cube (Set of 3 Cubes)
1
600
600
Evaluation Notes How It Works ?
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