Providing Of Spaces For Parking Of Vehicles Behind At District And Session Court , Silvassa .
Tender Value
39.38 Lakhs
Estimated cost
Bid Submission
28 Sep 2019
0 days left
EMD
78780
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
silvassa → Dadra And Nagar Haveli
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing Of Spaces For Parking Of Vehicles Behind At District And Session Court , Silvassa .
BOQ
| Name of Work: Providing of spaces for parking of vehicles behind at District & Session Court, Silvassa | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Demolition including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift. (i) R.C.C. work. | 24.51 | Cu.mt. | |
| 2 | 2 | Excavation for foundation upto 1.50m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (A) Loose or soft soil | 456 | Cu.mt. | |
| 3 | 3 | Disposal of available excavated earth carriage of materials (Earth) by Mechanical transport including loading, unloading and stacking lead upto 3km as directed by Engineer in charge. | 480.51 | Cu.mt. | |
| 4 | 4 | Providing, laying, spreading and compacting 280mm thick graded stone aggregate material in sub-base course including mixing in a mechanical mix plant at OMC, carriage of mix material, spreading 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) | 212.8 | Cu.mt. | |
| 5 | 5 | Providing and laying 250mm thick in single layer of wet mix macadam of using machine crushed chips (45mm to 2.36mm) as per required gradation mixing with required optimum quantity of water converting the mix to site and camber with mechanically paver, consolidation with vibratory road rolling including materials etc. completed as directed by Engineer in charge | 190 | Cu.mt. | |
| 6 | 6 | Providing and laying cement concrete 1:3:6 (1-cement : 3- coarse sand : 6- hand broken stone aggregate 40 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and plinth (upto 10 ton) | 27 | Cu.mt. | |
| 7 | 7 | Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in (A) Foundations, footings, base of columns and mass concrete.(upto 10 ton) | 59.34 | Cu.mt. | |
| 8 | 8 | Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering 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. © vertical surface such as walls (any thickness) partitions and the like including attached buttresses & string course & the like.(upto 10 ton) | 500 | sq.mt. | |
| 9 | 9 | Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement and reinforcement for reinforced concrete work in (B) walls, from top of foundation level upto floor two level (More than 10 ton.) | 124 | Cu.mt. | |
| 10 | 10 | Providing and laying controlled cement concrete M-250 and curing complete including the cost of form work but excluding the cost of reinforcement for reinforced concrete work in© beam upto 10 ton | 11.12 | Cu.mt. | |
| 11 | 11 | Providing and laying controlled cement concrete M-250 and curing complete including the cost of form work but excluding the cost of reinforcement for reinforced concrete work in © slab up to 10 ton. | 103.3 | Cu.mt. | |
| 12 | 12 | Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in (A) Foundations, footings, base of columns and mass concrete.(upto 10 ton) | 27 | Cu.mt. | |
| 13 | 13 | Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level (upto 10 ton) | 26803.8 | kg | |
| 14 | 14 | Providing and laying compacted 60mm thick dense graded bitumious macadam(DBM) Grade-2 in single layer using 100-120 TPH Batch type HMP producing an average output of 75 tonnes per hour, tack coat at the rate of 5.00 kg/10m2 in each using crushed aggregates of specified grading premixed with bitumious content @ 4.5% (VG-30) by weight of total mix and filler, transporting the hot mix to work site laying with a hydrotatic paver finisher with sensor control with minimum road width or as directed by Engineer in charged to the required grade, level and aligment, rolling with smooth wheeled vibratory and tandeem rollers to achieve the desired compaction as per MORT&H specification etc complete in all respects. the agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charged for approval. If the asphalt (bituminous ) content is more than above, the agency shall have to bear the cost of additional asphalt. the payment shall to be done on the permissible field density achieve on the site instead od density derived in the mix design (assume density 2.40gms/cm3) | 83.52 | One M.T. | |
| 15 | 15 | Providing and laying 40mm thick bitumious concrete using crushed stone aggregate BT chips as per required gradation and using VG-30 asphalt as tack coat @ 2.50kg/10sq.mt. and VG-30 grade asphalt at 5.40% (i.e. 54kg/MT.) by total weight of mix hot laid process using drum mix plant including heating and mixing asphalt and materials by drums mix process transporting the mix and laying by paver finisher including consolidation with vibratory roller & PTR including cost of material labour machinary equioment and fuel, oil, lubricant for plant and machinery using contractors own palnt. and machinery etc complete. the agecy shall have to get the mix design done from approved laboratory and submit to the Engineer in charges for approval. If the asphalt (Bitumious) content is more than above, ,the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible filed density achieved on the site instead of density derieved in the mix design | 56.84 | One M.T. | |
| 16 | 16 | Providing and laying Asphalt painting on paver finish surface with bitumen of viscosity grade VG-30(60/70) penetration at the rate of 5.00kg/10Sq.M using hot straight run bitumen of grade 60/70 including heating the bitumen, spreading the bitumen with mechanically operated spray unit fitted on bitumen boiler, including preparing surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose etc. and spreading of stone dust on painted surface at the rate of 0.08cu.m/10sq.mt including cleaning etc. complete. | 580 | sq.mt. | |
| 17 | 17 | Providing material and labour for laying RCC manhole cover 100 mm thick using M-250 controlled cement concrete including steel work welded in built up section of MS Angle 75mmx75mmx6mm in size of 1.20x1.50 (in two equal peace (size 0.75x1.20 mt.) with inside 12 mm dia. FE 500D bar framing @ 105 mm C/C, both way welded with angle MS handle for lifing and sufficient cover keeping holes of 75 mm dia. on cover including required form work curing and fixing in position at site of work etc. complete as directed by Engineer in charge (As per given approved design) | 10 | no's | |
| 18 | 18 | steel work, riveted in built up sections framed work including cutting, hoisting, fixing in position and applying a prime coat of read lead paint.(A) in beams and joists, channels angles tees, flats, with connecting plates or angle cleats as in main and cross beams. Hip and jack rafters, purlins connected to common rafters and the like.(up to 10ton) | 10.45 | quintal |
AI Tender Summary
Tender Timeline
Sep 18, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 28, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 28, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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