Bhubaneswar Development Authority Tender
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Bhubaneswar Development Authority - BDA Tender
Real Estate Service
Eprocure
Opening Date18 May 2023
Closing Date29 May 2023
Tender Amount₹ 68,43,046
Costs
EMD
₹ 68,430Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_BDABU_89094_1Bid Award Id
ViewTender No
Bid No.BDA/01-EE-III/2023-24, Dated-15/05/2023Tender Authority
Bhubaneswar Development Authority ViewPurchaser Address
-Website
http://https://www.bda.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
6.55
-
336.3
Providing & laying P.C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
6.55
-
4178.1
Re-using of old Laterite Stone Masonary work in cement mortar (1:6) in F & P including necessary projection , molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge.
19.68
-
3304.2
Brick work with Fly Ash Brick ( 25 x 12 x 8 cm) in cement mortar ( 1:6) with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% (free from cracks, well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.
-
-
-
Foundation and Plinth
30.74
-
4184.3
Super Structure
76.81
-
4223.09
R.C.C. work of M-20 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge (but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.
-
-
-
Plinth Bend
8.6
-
5176
Column Footing
2
-
4815.1
Column
0.76
-
10728.5
Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)
11.35
-
9118.4
Providing 20 mm. thick cement plaster in cement mortar (1:4) on Laterite masonary compound wall after racking out the joints finished smooth with proper line, plumb, watering, curing for 7 days with cost, conveyance, royalties of all materials and cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
57.3
-
223.3
Providing 16mm thick cement plaster in cement mortar of proportion (1:6) over brick work with punning for skirting finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
670.05
-
203.15
Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
22.4
-
141.6
Providing 6mm thick cement plaster in cement mortar of proportion (1:4) over uneven surface of RCC work finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
50.64
-
134.05
Providing & applying Two coat weather shield paint (Outside) paint of approved make and shade an even finished surface over a coat of oil bound primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.
1448.04
-
139.4
Providing & laying cement concrete of prop. (1:2:4) using 12mm to 20 mm nominal size downgraded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
6.49
-
5883.2
Supplying, fitting and fixing of M.S. Rectangular pipe grill by using 50mm x 25mm x 2.0mm, Grill of Trapezoidal in shape top 2m, bottom 1m and vertical.90, perimeteretc. as per approved drawing and design, cutting to required size and welding properly, finished smooth and sand papering, painting one coat with red oxide primer, including cost, conveyance of all materials, required screws, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge in all floors.
2423.1
-
151.85
Providing and painting two coats of synthetic enamel paint on new / old iron works as per approved shade conforming to ISI marks in all floors at all height of approved quality over a coat of red oxide primer, sand papering, polishing the surface including cost, conveyance, taxes of all materials cost of all labour, T&P etc. as required for the work complete as per direction of Engineer in charge. (Paints & primer will be supplied by the contractor)
108.44
-
199.9
Transporting, loading and unloading of debris like rough stone, metal , broken tiles etc. from park area to nearby dumping yeard within 5 KM distance by truk including loading, unloading etc. complete and direction of Engineer in charge.
75.64
-
151.17
PARKING WITH PAVER BLOCK
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of existing stumps of trees dead or cut earlier stacking serviceable material for use or auction within the road land & disposal of all unserviceable material up to a leadof 1000m including removal top 150mm thick organic soil away from the road land as per Clause no. 201,of technical specification for Road & Bridge work MORT&H (5th revision) & as per direction of Engineer-in-charge.
3321
-
8.14
Loosening, levelling Compacting original ground supporting embankment to facilitate construction of earthen embankment, sprinkling water to OMC and compacting by rolling so as to achieve minimum required, density table 300-1, 300-2 in embankment construction as per technical specification Cl. 305.3.4 of specification for road and bridge works MORT&H (4th revision) complete as per direction of Engineer-in-charge.
498.15
-
20.8
Construction of granular sub-base by providing close graded Material grade spreading in uniform layers on prepared surface,mixing by place in method rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 501 and spreading the same with motor grader of adequate capacity with hydraulic controlled blades & compacting the same with vibratory roller of minimum 80 to 100KN static weight or of equivalent capacity, to achieve minimum required density of technical specification for Road & Bridge works MORT&H (5th revision) including cost and conveyance of all materials, labour, T&P, royalty etc. as required for the work complete as per direction of Engineer-in-charge.
664.2
-
1358.7
Supplying, mixing, providing laying Wet Mix Macadam in approved layer thickness to line, level grade & slope as per approved working drawing and approved mix design conforming to grading specified in (Table 400-I3 ) & as per clause 406 and spreading the same with motor grader of adequate capacity with hydraulic controlled blades & compacting the same with vibratory roller of minimum 80 to 100KN static weight or of equivalent capacity, to achieve minimum required density of technical specification for Road & Bridge works MORT&H (5th revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.
856.25
-
1618.3
Supplying and laying of M-35 grade heavy duty factory made hydraulically pressed and mechanically compacted pree cast interlocking pavers of 80mm thick of approved shade and design, preparation of sub-base with 50mm thick compacted sand and leveling, laying of interlocking paver block with sand binding and final compaction with place vibrator finishing the surface including cutting of blocks at the edges with all labour and matreials etc. complete and direction of Engineer in charge.
3425
-
822
Manufacturing, supplyiing and installation of M-25 grade pre-cast Kerab Stone of size 400 x 300 x 150mm as per approved drawing and design etc. all complete as required for the work and direction of Engineer in charge.
245
-
479.92
Providing Hydraulic excavator of 1 cum. Bucket for cleaning the parking area including to and frow charges, fuel etc. as required for the work and as per direction of Engineer in charge.
24
-
847.3
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