Mahatma Gandhi Institute Of Medical Sciences Tender
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Mahatma Gandhi Institute Of Medical Sciences - MGIMS Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Mar 2024
Closing DateCancelled
Tender AmountRefer Documents
Costs
EMD
₹ 90,000Document Cost
₹ 1,180Tender Fee
Refer Documents
Summary
Repairs And Renovation Of Existing Roads At Arogyadham,
Description
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Contact
Tender Id
2024_MGIMS_801220_2Bid Award Id
ViewTender No
e-Tender/2023-24/EMD/021Tender Authority
Mahatma Gandhi Institute Of Medical Sciences ViewPurchaser Address
-Website
http://https://www.mgims.ac.in/
GEM & Bid Advisory Services
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BOQ Items
Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller.
608.19
-
-
Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)
119.23
-
-
Providing and laying and spreading subgrade with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 30cm. thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller with achieve not less than 8% of C.B.R. etc. complete
210.54
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-
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material
157.37
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-
Providing, laying, spreading and compacting WBM with aggregates of specific grading including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening / material same as per course aggregates binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as directed etc. complete.(Compacted thickness of each layer shall be 75 mm)
GRADE-I
152.05
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-
GRADE-II
152.05
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-
Providing and constructing 75 mm. thick Modified Penetration
Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking Including picking of existing WBM surface. (VG-30 bulk bitumen
rates are considered to arrive at rates)
1991
-
-
Providing and applying primer coat with bitumen emulsion ( Medium (Setting) complying with IS 8887, on prepared surface of granular Base spraying primer at the rate of 0.60 kg/sqm using mechanical means. (including cleaning of road surface) etc complete
3982
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-
DENSE BITUMINOUS MACADAM: Proving and laying dense
bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates).
99.55
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-
Providing and laying Bituminous Concrete of required thickness on prepared surface with specified graded crushed stone aggregates premixed with bitumen of 60/70 grade and 2% filler as cement of total weight of aggregate as per Job Mix , including diversion of traffic,heating bitumen and chips, mixing bitumen,chips and filler in hot mix plant , transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the rquired grade,level and alignment, compacting with vibratory roller to achieve the desired compaction as per MORT&H specification complete.
79.64
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-
Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG- 30 bulk bitumen rates are considered to arrive at rates)
1991
-
-
Supplying hard murum/ kankar at the road site, including conveying and stacking complete
37.49
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-
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
37.49
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Compacting the hard murum side widths including laying in layers
on each side with vibratory roller including artificial watering etc.
complete.
540
-
-
Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc
296.6
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-
Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600mm diameter in proper line, level and slope etc. complete.
52.5
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-
Providing and casting in situ or precast tapering R.C.C. M-20 Semi Barrier type Kerb with gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant.
110
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-
Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-50 grade of approved size and shape for City streets and roads with high volume/ heavy traffice 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 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.
3046.7
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Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA
19.8
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-
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