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Construction Of Road At Arvind Co-Operative Housing Society, Umarkui Road, Behind Cinemax Bavisha Falia ( Road And Drainage ) ( 6Th Call ) ., Silvassa-Dadra And Nagar Haveli

Union Territory Of Dadra And Nagar Haveli has published Construction Of Road At Arvind Co-Operative Housing Society, Umarkui Road, Behind Cinemax Bavisha Falia ( Road And Drainage ) ( 6Th Call ) .. Submission Date for this Tender is 17-06-2021. Road Work Tenders in Silvassa Dadra And Nagar Haveli. Bidders can get complete Tender details and download the document.




Tender Notice

28112623
Construction Of Road At Arvind Co-Operative Housing Society, Umarkui Road, Behind Cinemax Bavisha Falia ( Road And Drainage ) ( 6Th Call ) .
Open Tender
Indian
Dadra And Nagar Haveli
Silvassa
17-06-2021

Tender Details

Construction Of Road At Arvind Co-Operative Housing Society, Umarkui Road, Behind Cinemax Bavisha Falia ( Road And Drainage ) ( 6Th Call ) .

Key Value

Document Fees
INR 500 /-
EMD
INR 62250.0 /-
Tender Value
INR 31.12 Lakhs /-

BOQ Items

Name of Work: CONSTRUCTION OF ROAD AT ARVIND CO-OPERATIVE HOUSING SOCIETY, UMARKUI ROAD BEHIND CINEMAX, BAVISA FALIYA (ROAD & DRAINAGE)
Sl. No. Item Description
1Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto 50Mt.lead.
2Disposing of available excavated earth carriage of materials (earth) by mechanical transport including loading, unloading and stacking lead up to 2.00 km (upto 10 ton) as directed by Engineer incharge
3Providing, Laying, Spreading and Compacting 200 mm thick graded stone aggregate material in sub base course mixing in a mechanical mix plant at OMC carrieage of mix material spreding in uniform layers with motor grader for sub base including spreading of stone dust to fill up voids on the surface and watering compacting with vibratory roller to achieve CBR value not less than 30 as per MORTH and the desired density (as per designed mix determined density) including all materials, labours, machinery, etc. completed
4Providing and laying 150 mm thick (in single layer) of wet mix macadum of using machine crushed chips as per required gradation mixing with required optimum quantity of water conveting the mix to site and camber with spreading manually, consolidation with road roller rolling including materials etc. completed as directed by Engineer in charge
5Providing and layingcompacted 50 mm thick dense graded bituminous macadam (DBM) grade 2 in single layer using 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using Asphalt VG 40 grade tack coat at the rate of 5.00 kg / 10 sqm in each using crushed aggregates of specified grading premixed with bituminous content @ 4.5% (VG-40) by weight of total mix and filler, transporting the hot mix to work site laying with a hydrotatic paver finish with sensor control with minimum road width or as directed by Engineer incharge to the required grade, level and alignment, rolling, with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORTH specifications etc. complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer incharge for approval. If the asphalt (bituminous) content is more then above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design. [Assume density 2.30 gms/cm3]
6Providing and laying Mixed seal coat surfacing 20 mm thick compacted using chips (10 mm to 6.00 mm size) as per gradation and bituminous of VG-40(60/70) penetration asphalt 5% by weight of aggregates mis by continuous batching of hot mix plant and spreading yhe same by paver finisher and consolidation with vibratory roller providing and operating charged plant machinery cost of fuel, lubricant labour charges etc complete including tack coat at the rate of 2.5kg/10sq.mt. including cleaning the surface etc complete.
7Providing and applying Asphalt painting on paver finish surface with bitumen of VG-40 at the rate of 6.00 kg / 10 sqm using hot straight run bitumen including heating the bitumen, spreading the bitumen with mechnically operated spray unit fitted on bitumen bolier, including preparing surface by brushing with wire brushes for removing caked mud etc. seeping with brooms and finally fanning the cleaned surface with guring bags to remove all loose etc. and spreading of stone dust on painted sureface at the rate of 0.08 cum / 10 sqm including cleaning etc. complete
8Excavation 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.(B) Dense or Hard soil
9Filling available excavted earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm. in depth consolidating each diposited layer by ramming and watering.
10Disposing of available excavted stuff up to 2.00 km. Lead including all lead and lift including leveling on site etc. completed in government land as per direction of Engineer in charge
11Providing and laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregates 20 mm nominal size) and curing complete excluding the cost of form work but excluding cost of reinforcement in (A) foundation and plinth (up to 10 ton.)
12Providing and laying controlled cement concrete M-200 and curing complete including the cost of steel form work but excluding the cost of reinforcement for reinforced concrete work in (A) Foundation, raft and mass concrete. (up to 10 ton.)
13Providing and laying controlled cement concrete M-200 and curing complete including the cost of steel form work but excluding the cost of reinforcement for reinforced concrete work in (B) Walls from top of foundation level up to floor two level (upto 10 ton)
14Providing and laying controlled cement concrete M-200 and curing complete including the cost of steel form work but excluding the cost of reinforcement for reinforced concrete work in(C ) Slab
15Providing material and labour for laying RCC manhole cover 0.125 mm thick using M200 controlled cement concrete size of 0.60 x 0.85 Mt. with 12 mm dia Fe-500D bar framing @ 100 mm C/C both way for lifting and sufficient cover keeping holes of 75 mm dia on cover including required steel form work curing and fixing in position at site of work etc complete as directed by Engineer-in-charge. (As given approved design)
16Providing material and labour for laying RCC manhole cover 0.125 mm thick using M200 controlled cement concrete size of 0.60 x 1.00 Mt. with 12 mm dia Fe-500D bar framing @ 100 mm C/C both way for lifting and sufficient cover keeping holes of 75 mm dia on cover including required steel form work curing and fixing in position at site of work etc complete as directed by Engineer-in-charge. (As given approved design)
17Providing TMT bar FE 500/500D reinforcement for RCC work including bending, binding and placing in position complete up to plinth and ground floor (up to 10 ton)
18Providing formwork of ordinary steel planking so as to give a rough finish including centering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M and removal of the same for in situ reinforced concrete and plain concrete work in (A) Foundations Footing Bases of Columns etc. and Mass Concrete. (upto 10 ton)
19Providing and suppling in standard ISI mark rigid implasticised 110 mm dia PVC pipes 6kg/Cm2 as per is specification no. 4985/1988 including all level and central taxes, transportation, freight charges, octroi, inspection charges loading, unloading, conveyance and including cost of cutting, jointing material etc. complete.
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