Jharkhand Urban Infrastructure Development Company Limited Tender
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Costs
EMD
₹ 2,52,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UDD_39667_1Bid Award Id
ViewTender No
32/ENG/RMCTender Authority
Jharkhand Urban Infrastructure Development Company Limited ViewPurchaser Address
-Website
http://http://juidco.jharkhand.gov.in/
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Documents
BOQ Items
Supplying and laying (properly as per design and drawing) rip-rap with good quality of Boulders duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.
1293.35
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Providing P.C.C/R.C.C. M 200 (1:1.5:3) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I
1577.25
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Providing and applying Tack coat with bituminous emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechnical broom.
24123.79
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Providing and laying DENSE GRADED BITUMINOUS MACADAM with 100-120 TPH producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder@ 4.0 to 4.5 percent by weight of total mix and filler transporting the hot mix to the required grade level and alignment rolling with smooth wheeled, vibratory and tandem roller to achieved the desired compaction as per MoRTH specification clause No0 507 complete in all respects.
(FOR GRADING II NOMINAL SIZE 19MM
610.06
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Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH bath type hot mix plant producing an average output of 75 tonnes pe hour using crushed aggregates of specified grading premixed with bituminous binder @5.4 to 5.6% of mix and filler transportiong the hot mix ot work site laying with a gydrostatic 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-509 complete in all respects) .
1X4800'0"X12'6"X0.16""=75000 CFT=212.40CUM
459.45
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Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume).
445.48
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Road Marking with hot applied thermoplastic compound with refilectorising glass beads on Bituminous surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 . The finished surface to be level uniform and free from streaks and holess).
2X4800'0"X 0'4"=3200 SFT=297.40 Sqm
486.81
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sand 49 KM
678.21
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Local sand 13 KM
788.62
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Stone Boulder 36 Km
1293.35
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Stone Chips and aggregates (Lead 22 KM)
2874.21
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Earth ( Lead upto 1 K.M )
2709.03
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Bitumin 110 KM
96.72
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