Odisha Tourism Development Corporation Limited Tender
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Odisha Tourism Development Corporation Limited - OTDC Tender
Civil And Construction
Eprocure
Opening Date5 Apr 2022
Closing Date16 Apr 2022
Tender Amount₹ 35,41,973
Costs
EMD
₹ 37,200Document Cost
₹ 6,000Tender Fee
Refer Documents
Summary
Bheritage Gate At Badagada At Bhubaneswar
Description
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Contact
Tender Id
2022_OTDC_76711_1Bid Award Id
ViewTender No
BP I/26/2021-22 dt.29.03.2022Tender Authority
Odisha Tourism Development Corporation Limited ViewPurchaser Address
-Website
http://http://www.otdc.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing and lying plain cement concrete of proportion (1:4:8) in foundation and floors using 40 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge.
4.09
-
4129.8
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R.C.C. work of M-25 for foundation having minimum compressive strength of 250kg./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 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 drawing, design and 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.
8.48
-
5211.7
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R.C.C. work of M-25 for plinth beam having minimum compressive strength of 250kg./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 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 drawing, design and 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.
1.12
-
5565.2
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R.C.C. work of M-25 for roof beam & column having minimum compressive strength of 250kg./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 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 drawing, design and 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.
-
-
-
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Upto 3.6 mtr
13.94
-
10909
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Above 3.6 mtr
20.63
-
12162.4
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Above 7.2 mtr
1.5
-
13662.7
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R.C.C. work of M-25 for roof slab having minimum compressive strength of 250kg./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 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 drawing, design and 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.
-
-
-
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Above 3.6 mtr
5.04
-
10264
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Above 7.2 mtr
1.88
-
11384.3
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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.)
-
-
-
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Upto 3.6 mtr
40.97
-
9700.3
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Above 3.6 mtr
41.42
-
9724
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Above 7.2 mtr
4.3
-
9748.8
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Brick work in foundation and plinth with flyash bricks in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes 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.
1.56
-
4108.1
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Providing and laying Ornamental / Decorative Khandolite stone masonry in cement mortar of mix (1:4) with Portland slag cement (PSC) in Superstructure with screened and washed sharp sand for mortar of approved quality from approved quarry including providing key stones in regular intervals for each layer including splays cutting, circular moulding and similar such type of works with all necessary projections, champering and corbelling, watering and curing etc. with all cost, conveyance, royalties, loading & unloading of all materials and cost of all labour, sundries, T & P required for the work including hoisting, lowering, dewatering if required etc. complete in all respect as directed by Engineer-in charge.
-
-
-
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Upto 3.6 mtr
8.36
-
43909.7
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Above 3.6 mtr
7.58
-
45919.4
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Above 7.2 mtr
11.48
-
48230.5
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Providing 12mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) finished smooth to outside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge.
-
-
-
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Upto 3.6 mtr
28.8
-
136.9
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Above 3.6 mtr
113.94
-
142.4
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Above 7.2 mtr
9.6
-
148.2
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Providing 6 mm. thick cement plaster with cement mortar of mix (1:4) in all floors at all height with screened and washed sharp sand for mortar to ceiling plaster of roof slab, staircase, landings, chajja and shelves etc. including roughening, scraping, chiseling, cleaning closed deep chipping with slurry treatment and finished smooth to all R.C.C surface including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P , scaffolding, watering and curing etc. complete in all respect as per specification and direction of Engineer-in-charge.
-
-
-
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Upto 3.6 mtr
5.12
-
153.9
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Above 3.6 mtr
5
-
157.8
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Above 7.2 mtr
8
-
161.7
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Finishing wall surface with Acrylic wall putty to inside surface of approved make and finished smooth and even surface to receive painting to inside surface including cost of scaffolding staging charges with cost of all materials taxes, labour T & P etc complete as per direction of Engineer-in-charge.
-
-
-
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Upto 3.6 mtr
28.8
-
72.3
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Above 3.6 mtr
111.8
-
74.5
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Above 7.2 mtr
9.6
-
76.8
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Painting to external surface of building with two coats of weather coat over a coat of primer of approved shade and quality of approved design, after cleaning by watering & removing the dirts etc. to the surface to be painted including watering, curing, cost, conveyance and taxes of all materials, cost of all labour, brushes, T&P etc. and necessary scaffolding work complete as directed by the Engineer-in-charge.
-
-
-
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Upto 3.6 mtr
28.8
-
130.3
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Above 3.6 mtr
113.94
-
135.4
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Above 7.2 mtr
9.6
-
140.7
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Supplying all labour, T&P for the Carriage of excavated earth by mechanical means of transport within 5.00 K.M. lead including hire and running charges of vehicles, labour charges for loading and unloading as required for the work etc. complete as per the direction of the Engineer-in-charge.
64.9
-
173.8
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Supplying, fitting, fixing of statue with all cost of labour, carriage, taxes, T & P, etc. complete .
-
-
-
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Kartik statue (1'7" x 10" x 1'8" )
26
-
18000
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Welcome statue (1'7" x 10" x 7' )
2
-
42000
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Providing and laying Decorative/Ornamental Khandolite stone masonry in cement mortar of mix (1:4) with Portland slag cement (PSC) in superstructure with screened and washed sharp sand for mortar of approved quality from approved quarry including providing key stones in regular intervals for each layer including splays cutting, circular moulding and similar such type of works with all necessary projections, champering and corbelling, watering and curing etc. with all cost, conveyance, royalties, loading & unloading & tax of all materials and cost of all labour, sundries, T & P required for the work including hoisting, lowering, dewatering if required etc. complete in all respect as directed by Engineer-in charge.
-
-
-
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Below 3.6 mtr
1
-
69935
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Above 3.6 mtr
1
-
75848.5
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Above 7.2 mtr
1
-
82648.9
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Providing and fixing in position false ceiling Fibre cement board ceiling as per the pattern and design at two levels with tray pattern and cornice to have diffused lighting arrangement made from 12mm tk Fiber cement board fixed with main G.I frame channels all along the wall shall be provided. The frame work to be suspended with G.I flats or adjustable M.S rod from intermediate channels using nuts and bolts as recommended using rawls plugs 12.5 mm dia bolts and soft cleat 27mmx 37mmx25mm. Arrangments are to be made to accommodate light fixtures, curtain rails by forming recessed channels which shall be done with jointing compound and paper tape .Ceiling to be levelled and free from cracks . Items to be completed in all respect to the architect's approval .Openings to be made in the ceiling as per architect 's approval .to accommodate lighting fixtures.Opening in the ceiling are to be tied with perimeter channel complete with the cost of all labour and material i/c painting with acrylic emulsion painting of two coats with primer coat .
18.48
-
940.7
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Providing and applying Exterior Colourless silicone water repellent coating of Nitocote SN522 evenly by spraying or brushing. Ensure an even coat over the entire surface. Porous surface should be well saturated with a two coat application Complete as per the manufacturer’s specification. Nitocote SN522 penetrates into concrete for a minimum depth of penetration of 2mm & complies with BS 6477-92 Class A and Class B as silicone - based water repellent.
96.72
-
427.9
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Providing and applying 2 coats of 1mm thick elastomeric cementitious waterproofing coating Brushbond RFX of Fosroc Chemicals Tested to ASTM D4060, ASTM D4541, ASTM D638, ASTM C836. with Adhesion to concrete : 1N/mm2 for waterproofing structures like roof slabs, sunken slabs, chajjas, tunnels, water tank etc. after proper surface preparation and soaking the surface with water prior to application complete as specified and directed by the Department at all levels.
30
-
479.9
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Providing, boring, installing cast in-situ under-reamed pile 30cm dia with single under-reamed of 75cm dia and length 6 metre measured from bottom of pile cap to the tip of the pile using concrete mix M25 including boring, under-reaming under water using drilling mud & concreting by termic disposal of slush as directed by Engineer-in-charge and driving of welded reinforcement cages through freshly laid concrete. Jetting of piles as per IS-2911(Part-III) 1980, cost of the pile reinforcement to be embedded in the pile cap, length of pile to be embedded in the pile cap etc. complete it in all respect as per design and drawing and direction of Engineer- incharge.
14
-
4384.25
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Dismantling brick or stone masonry in cement mortar under 3m height including stacking the useful materials for reuse and removing the debris within 50m lead including cost of all material, labour, conveyance, loading and un-loading, taxes, royalties, sundries, tools and plants, etc., complete as per the direction of the Engineering-in-charge/Consultant.
2
-
1098.9
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Dismantalling and removal of old RCC from beam, column, roof slab,self, chajja etc including stacking of servicable material and removal of debries to an unobjectionable area within 50 mtr lead etc. complete with cost, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge
2
-
1167.3
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Painting to external surface of building with two coats of texture paint over a coat of primer of approved shade and quality of approved design, after cleaning by watering & removing the dirts etc. to the surface to be painted including watering, curing, cost, conveyance and taxes of all materials, cost of all labour, brushes, T&P etc. and necessary scaffolding work complete as directed by the Engineer-in-charge.
47.4
-
500
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