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Construction Of Imperio Mall Near Gokerneswar Construction Work, brahmapur-Odisha

Brahmapur Development Authority has published Construction Of Imperio Mall Near Gokerneswar Construction Work. Submission Date for this Tender is 21-07-2022. Building Work Tenders in brahmapur Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

32742533
Construction Of Imperio Mall Near Gokerneswar Construction Work
National Competitive Bid
Indian
Odisha
brahmapur
21-07-2022

Tender Details

Construction Of Imperio Mall Near Gokerneswar Construction Work

Key Value

Document Fees
INR 10000 /-
EMD
INR 859000.0 /-
Tender Value
INR 8.59 Crore /-

BOQ Items

Name of Work:Construction of Imperio Mall near Gokerneswar Temple Goilundi, Gate Bazar, Brahmapur.
Sl. No. Item Description
1i. CIVIL WORK :- (B+G+3)Floor.
2Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenchesand other civil works upto and including 1.5metre depth and stacking the soil upto a lead of 100 metre and including dewatering, removing slush, shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge.All kind of soils.
3Stoney earth
4Cutting hard rocks by using jack hammer with compressor (blasting prohibited) and to be removed by pick axes and crow bars to be paid on premeasurement and stacked in proper stacks separately complete as per drawing, design and direction of Architect/Engineer-in-charge
5Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 30 km on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5 cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as per the direction of Engineer-In-charge.A. All kind of soils.
6Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-In-charge.
7Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction ofEngineer-In-charge. Basement Floor
8Diluting and injecting chemical emulsion (to be supplied free of cost at site of work) for PRE CONSTRUCTIONAL Anti-termite treatment and creating a continuous chemical barrier under and all-round the column pits, wall trenches, basement excavation, top perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surroundings of pipes and conduits etc. complete as per specifications (plinth area of the building at ground floor only shall be measured for payment).Basement Floor
9Providing and laying plain cement concrete 1:3:6 (1 cement : 3 sand : 6 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height. Basement Floor
10Providing and laying plain cement concrete 1:3:6 (1 cement : 3 sand : 6 stone agregate 12mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.
11First class Fly ash Brick masonry usingbricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights. Ground Floor
12cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights.Basement Floor
13Ground Floor
14First Floor
15Second Floor
16Third Floor
17Terrace Floor
18First class Fly ash Brick masonry usingbricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:4) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights.Ground Floor
19First Floor
20Second Floor
21Third Floor
22Terrace Floor
23Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. at all floors and all heights.a) Footings ,Basement Floor
24c) Column. , Basement Floor
25Ground Floor
26First Floor
27Second Floor
28Third Floor
29Terrace Floor
30d) Lintel, Basement Floor
31Ground Floor
32First Floor
33Second Floor
34Third Floor
35Terrace Floor
36e) Roof Beam, Basement Floor
37Ground Floor
38First Floor
39Second Floor
40Third Floor
41Terrace Floor
42f) Roof Slab, Basement Floor
43Ground Floor
44First Floor
45Second Floor
46Third Floor
47Terrace Floor
48g) Stair case, Basement Floor
49Ground Floor
50First Floor
51Second Floor
52Third Floor
53Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding ( Bindingwire to be used as per the IS code) etc. all complete as per direction of Engineer-In-charge Cold Twisted bars, Thermo-Mechanically-treated bars complete at all floors and all heights. Basement Floor
54Ground Floor
55First Floor
56Second Floor
57Third Floor
58Terrace Floor
5912mm cement plaster on external RCC/brick surfaces incement plaster 1:6 (1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. (EXTERNAL SURFACE)Basement Floor
60Ground Floor
61First Floor
62Second Floor
63Third Floor
64Terrace Floor
6516mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. (INTERNAL SURFACE) Basement Floor
66Ground Floor
67First Floor
68Second Floor
69Third Floor
70Terrace Floor
716 mm cement plaster on RCC surfaces at ceiling/slab soffit and other locations with cement mortar of mix 1:4 (1 cement : 4 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. (INTERNAL SURFACE) Baseent Floor
72Ground Floor
73First Floor
74Second Floor
75Third Floor
76Terrace Floor
77Providing and fixing seasoned sal wood work in frames at any locations including doors, windows, cupboard, clerestory and other framesfixing in position including cost of hinges, M.S. flat (30mm x 6mm) hold fasts lugs ordash fasteners of required dia and length as per drawing / specification, at all floors and all heights.Ground Floor
78First Floor
79Second Floor
80ThirdFloor
81TerraceFloor
82Providing & Applying priming one coat with wall primer of approved brand and manufacture on plaster surface as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete at all floors and all heights. (EXTERNAL SURFACE)BasementFloor
83Ground Floor
84First Floor
85Second Floor
86ThirdFloor
87Terrace Floor
88Providing & Applying priming one coat with wall primer of approved brand and manufacture on plaster surface as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete at all floors and all heights. (INTERNAL SURFACE)BasementFloor
89Ground Floor
90First Floor
91Second Floor
92ThirdFloor
93Terrace Floor
94Providing and applying to outside walls with two or more coats ofAnti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-In-charge at all elevations including all material labour complete at all floors and all heights. (EXTERNAL SURFACE) Basement Floor
95Ground Floor
96First Floor
97Second Floor
98ThirdFloor
99Terrace Floor
100Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plastered wall surfaces to prepare the surface even and smooth as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete at all floors and all heights. (EXTERNAL SURFACE)Basement Floor
101Ground Floor
102First Floor
103Second Floor
104ThirdFloor
105Terrace floor
106Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plastered wall surfaces to prepare the surface even and smooth as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete at all floors and all heights. (INTERNAL SURFACE)Basement Floor
107Ground Floor
108First Floor
109Second Floor
110ThirdFloor
111Terrace floor
112Preparing surface and painting at all height with two or more coats of interior Plastic Emulsion "Royale Shyne" of Asian Paints or equivalent of approvedshade as per the instructions of the manufacturers; giving uniform shade etcin all heights of walls etc. including interiorwall primer & providing scaffolding, cleaning, curing and supply of all materials and labour complete as per drawing, design and direction of Architect/Engineer-In-Charge at all floors and all heights. (INTERNAL SURFACE)Basement Floor
113Ground Floor
114First Floor
115Second Floor
116ThirdFloor
117Terrace Floor
118Providing & applying priming coat with ready mixed pink or gray primer of approved brand and manufacture on wood /Ply work (hard and soft wood)as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete at all floors and all heights. Ground Floor
119First Floor
120Second Floor
121ThirdFloor
122Terrace Floor
123Supplying, fitting and fixing of Stainless steel of 304 grade in hand ralling using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm X 32mm X 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm X 32mm X 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance, taxes, all materials, labour, T&P etc. required for the complete in all respect. at all floors and all heights. Basement Floor
124Ground Floor
125First Floor
126Second Floor
127ThirdFloor
128Providing and laying grading conc. 25 mm (avg. thickness) cement concrete of required slope of mix 1:2:2 (1cement:2sand:2 graded stone aggregate of 10 mm nominal size) mixed with approved water proof compound as per manufacturer"s specification on top of slab including cement slurry, all complete, including the cost of water proofing admixture, which should be approved by the Engineer-In-Charge prior to material procurement by the contractor at all floors and all heights. Terrace Floor
129Waterproofing Treatment :- Quick Setting Basement Raft foundationP.C.C.Providing & casting PCC mixing with quick setting waterproofing compound, Perma/sika 4A @ 1.5 kg to 4kg per bag of cement, depending upon under water pressure at water logging area complete wherever required as direction of the Engineer-In-Charge at all floors and all heights. Brand - Perma/Sika or equivalent.
130Waterproofing Treatment :- Basement Floor.Providing waterproofing for Basement Floor :- Cleaning of surface, provision of Perma/sika swell S-2 & Perma/sika Swell A ( Acrylic Profile over swellable sealant at construction joints at retaining wall time of casting). Providing and applying of Perma/sika Top seal 109 hi ( Two Component based acrylic polymer coating ) over a coat of primer over PCC followed by a protection plaster. Consumption 2.25 kg/Sqm followed by a protection plaster over a bond coat of Perma/Sika latex (1:4:6). Note :- Pressure grouting of cement Slurry at joints with expanding grout & polymer, sika Intraplast EP @ 0.5 kg+Sika Latex 0.5 kg/ 50kg of cement complet as per manufactuer specification and direction of Engineer-In-Charge at all floors and all heights. Brand - Perma/Sika or equivalent.
131Waterproofing Treatment :- Retaining wall JointJointProviding waterproofing for Retaining wall joint:- Providing & placing Perma/Sika Swell A profile with Perma/Sika swell S-2 swellable adhesives over the hirizental joint raft slab are at the time of retaining wall casting, also placing on joint every retaining wall to wall casting complet as per manufactuer specification and direction of Engineer-In-Charge at all floors and all heights. Brand - Perma/Sika or equivalent.
132Waterproofing Treatment :- Retaining wall.Providing waterproofing for Retaining wall :- Cleaning of surface, provision of Perma/sika swell S-2 & sika Swell A ( Acrylic Profile over swellable sealant at construction joints at retaining wall time of casting). Providing and applying of sika Top seal 109 hi ( Two Component based acrylic polymer coating ) over a coat of primer over PCC followed by a protection plaster. Consumption 2.25 kg/Sqm followed by a protection plaster over a bond coat of Sika latex (1:4:6). Note :- Pressure grouting of cement Slurry at joints with expanding grout & polymer, sika Intraplast EP @ 0.5 kg+Sika Latex 0.5 kg/ 50kg of cement complet as per manufactuer specification and direction of Engineer-In-Charge at all floors and all heights. Brand - Perma/Sika or equivalent.
133Waterproofing Treatment :- Lift pit/Lift wallProviding waterproofing for Liftpit :- Cleaning the inside surface & exposing the all construction joints (20 mm x 20 mm grooves) & honey combs, filling & sealing with Microcrete - 4 & cementitious pressure grouting of joints with expanding grout & polymer Perma/sika Intreplast EP @ 0.5 kg + Perma/Sika Latex 0.5 kh/50 kg of cement. Providin & applying Sika Top seal 109 hi ( Two component Based acrylic polymer coating ) two coats followed by a protection plaster over a bond coat of sika Latex ( 1:4:6) & finish with net cement punning complete as per manufacture specification and direction of Engineer-In-Charge at all floors and all heights. Brand - Perma/Sika or equivalent.
134Waterproofing Treatment :- Toilet/ Sunken SlabProviding waterproofing for Toilet/SukenSlab:- Cleaning the inside surface & & Application of two coats of Perma/sika Top seal 109 hi @ 2.2 Kg/Sqm & Perma/Sika Fab-1 to the battom slab & side wall surface to protect against leakage & seepage finally covered with a cement mortar (1:4). Proper care should be taken to fill the pipe penetration points with sikagard 694 fi (moisture resistant epoxy putty) complete as per manufacture specification anddirection of Engineer-In-Charge at all floors and all heights. Brand - Perma/Sika or equivalent.First Floor
135Second Floor
136Third Floor
137INTERNAL P.H. & SANITARY WORK. WATER SUPPLY. GPH Works: Supplying allmaterials, labour, T&P and providing and fixing to wall or ceiling and floor pvc pipes confirming to ASTM-D- 1785/89 (Sch-80) and pipe fittings of the following nominal borewith clamps including making good the wall, ceiling and floor, testing all complete as per specification and direction of the Engineer-in-charge.15 mm PVC sch-80 pipes (Oriplast/Supreme)
13820 mm PVC sch-80 pipes (Oriplast/Supreme)
13925 mm PVC sch-80 pipes (Oriplast/Supreme)
14040 mm PVC sch-80 pipes (Oriplast/Supreme)
14150 mm PVC sch-80 pipes (Oriplast/Supreme)
142supplying all materials, labour, T&P and cutting holes through existing brick work including making good the damages in cement mortar (1:4) for taking G.I. Pipes and fittings/ P.V.C. pipes and fittings etc. all complete as per P.H. specification and direction of Engineer-in-charge. 250mm thick wall All Floor
143Supplying all materials, labour, T&P and cutting hole in R.C.C floors, roofs, etc upto 19 cm thickfor passing G.I. Pipes / P.V.C pipes and fittings etc and repairing the holes afterinsertion of pipes etc with cement concrete (1:2:4 ) including finishing complete so as to make it leak proof as per direction of theEngineer-in-charge. 250 mm thick wall. All Floor
144Supplying all materials, labour, T&P and cutting grooves in pucca floors and walls for taking G.I./P.V.C. pipes and making good the damages as per direction of the E.I.C.
145EXTERNAL P.H. & SANITARY WORK.SEWAGE SYSTEM.Supplying all materials, labour, T & P and constructing Gully trap chamber of the following inside size with 8 cm thick R.C.C. precast cover slab in CC (1:2:4) mix using 12mm size h.g. chips, foundation concrete (1:4:8) using 40mm size h.g. metal on bed aound trap , Fly Ash brickwork in CM (1:6) in P&F and inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mm x100mm size gully trap, 150mm x150mm C.I gratig etc. all complete as per aproved drawing, specification and direction of Engineer-in-charge. 250mmx250mm with RCC cover
146Supplying all materials, labour, T & P and constructing Inspection chamber of the following inside size with CC (1:3:6) mix using 40mm size h.g. metal on bed, Ist class Fly Ash brickwork in CM (1:6) , moulding and shaping the channel inside and benching with CC (1:2:4) using 12mm size h.g. chips, 12mm thick cement plastering (1:3) finished with punning to inside , cement flush pointing (1:3) to outside , R.C.C. cover slab in (1:2:4) using 12mm size h.g. chips with RCC man hole cover , earth work in excavation in all kinds of soil and refilling the cavity around the chamber including watering ,curing, conveyance of all materials to worksite , payment of royality , taxesetc. all complete as per aproved drawing , specification and direction of Engineer-in-charge. Inside size 760mm x760mm x450mm
147Supplying all materials, labour, T&P and laying in trenches (to level or slope) unplasticized PVC pipes conforming to IS: 4985/2000 of the following outside dia for class-3(0.60mpa) including jointing with supply of approved solvent cement by non-heat application method/as per manufacturer’s specification, providing and laying in trench cement concrete (1:4:8) with 40mm size hard granite metal in the Type C-1 standard bedding surrounding or encasingincluding concrete for bedding and curing etc all complete as per PH specification and direction of the Engineer-in-charge. a. 110 mm dia U-PVC pipes Class-3 (0.60 mpa)
148160 mm dia U-PVC pipesClass-3 (0.60 mpa)
149Supplying all materials, labour, T&P and constructing Man hole chamber of the following size withcement concrete (1:3:6) using 40 mm size HG metal on bed , !st class Fly Ash Brick work in CM (1:6) moulding and shaping the channel inside and benching with CC (1:2:4) mix using 12 mm size H.G chips,12 mm thick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside ,RCC cover slab in (1:2:4) mix using 12 mm size H.G chips with RCC man hole cover , earth work in all kinds of soil and refilling the cavity around the camber including watering, curing, conveyance of all materials to worksitepaymentof royalty, taxes etc. all completed as per approved drawing, specification and direction of Engineer-in-charge. a. Inside size 900mmx900mmx900mm
150b. addl depth of 0.30m upto 4.50m depth
151i. ELECTRICAL WORK.Supplying and fixing of following sizes of medium class PVC conduit along withaccessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.20mm
152ii. 25mm
153Supplying and fixing metal box of following sizes (nominal size on surface or in recess with suitable size of phenomic laminated sheet cover infront including painting etc as required.i. 75mm x 75mm x 60mm deep
154ii. 100mm x 100mm x 60mm deep
155iii. 20mm Junction Box one way
156iv. 20mm Junction Box Two way
157v. 20mm PVC Bend
158vi. 25mm PVC Bend
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