UT Administration Of Dadra And Nagar Haveli Tender
View complete overview of Dadra & Nagar Haveli UT Administration Of Dadra And Nagar Haveli Tender
UT Administration Of Dadra And Nagar Haveli Tender
Eprocure
Opening Date7 Aug 2020
Closing Date18 Aug 2020
Tender Amount₹ 59,78,545 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 1,47,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UTDNH_4799_1Bid Award Id
ViewTender No
E TENDER NOTICE NUMBER 06 OF 2020-2021Tender Authority
UT Administration Of Dadra And Nagar Haveli ViewPurchaser Address
-Website
http://https://daman.nic.in/
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Documents
BOQ Items
Providing, laying, spreading wet macadam ( 300mm ) thick in base course lean and compacted graded stone aggregates by using 40mm machine crushed black trap metal at a rate of 0.40Cu.mt./10Sq.mt, 20mm nominal size machine crushed metal to be used at a rate of 1.35Cu.mt/10Sq.mt, 10mm nominal size machine crushed metal to be used at a rate of 1.20Cu.mt/10Sq.mt, coarse sand to be used at a rate of 0.60Cu.mt./10Sq.mt and stone dust to be used at a rate of 0.40Cu.mt/10Sq.mt to wet mix design specification including pre-mixing the material with water to OMC mechanical mixture (wet mix macadam plant)including carriage of mix material tipper to the site of work etc. complete as per Most specification and directed by engineer in charge.
1260
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Providing and laying 50mm thick compacted I.e 70mm Lean Bitumenous Macadam with tack coat at 5.00kg/10sq.mt using stone chips as per gradation, VG-30 (60/70) asphalt at the rate of 3.50% by weight of aggregates by hot mix hot laid process including providing and operating required plant machinery, cost of fuel and lubricant, labour charges, consolidation charges, cleaning the surface etc. in requires grade and camber etc. complete
582.75
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Providing and laying 40mm thick compacted I.e 55mm looose Bitumenious Macadam with tack coat at 5.00kg/10sq.mt using stone chips as per gradation and VG-30 (60/70) asphalt at the rate of 4.0% by weight of aggregates by hot mix hot laid process including consolidation, providing and operating required plant machinery, cost of fuel lubricant, labour charges, cleaning the surface etc. in requires grade and camber tec. Complete
466.2
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Providing and Laying 20mm thick compacted Mixed Seal Surfacing Macadam using stone aggregate as per gradation by hot mix hot laid process using the binder VG-30 (60/70) penetration bitument at the rate of 5.00% by weight of aggregate including consolidation, providing and operating plant and machinery cost of fuel, oil, lubricants labour charges and cleaning the surface etc.in required grade and camber including laying the tack coat at the rate of 2.5 Kg/10 Sq.mt. etc. complete.
256.93
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Providing and laying Asphalt painting on paver finish surface with bituminous of viscosity grade VG-30(60/70) penetration at the rate of 7.50kg/10Sq.M and spreading of stone dust on painted surface at the rate of 0.08cu.m/10sq.mt including cleaning etc. complete.
5180
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Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation)(A) From Borrow pits within land width
336
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Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal daimeters.(v) 900mm dia. (upto 10 ton)
75
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Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum
285
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Providing and laying controlled cement concrete M.200 and curing complete including the cost of formwork and excluding cost of reinforcement for reinforced concrete work in (C) Slabs, landing, shelves and Cantilever upto floor two level, etc complete as directed by engineer-incharge.
209.3
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Providing TMT Fe-415 bar reinfrocement for RCC work including bending and placing in position complete upto floor two level 60.2319 MT Asphalt VG-30 @ `.37,071/M.T.
5625
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