Sports Authority Of India Tender

View complete overview of Goa Sports Authority Of India Tender

Sports Authority Of India Tender

Works
Civil And Construction
Civil Works Others
Building Construction
Eprocure
Opening Date13 Jun 2022
Closing Date4 Jul 2022
Tender Amount₹ 36,33,908 
Notes
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Costs

  • EMD

    ₹ 72,678
  • Document Cost

    ₹ 4,000
  • Tender Fee

    ₹ 4,000

Description

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BOQ Items

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Painting one or more coats of acryllic exterior paint of approved brand and manufacture(Such as Dulex/ Asian Paints/ Sherwin Willians) on old work including cleaning the surface with water etc. complete.

1990

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91

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Steel work in single sections (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only) including cutting, hoisting fixing in position and applying a priming coat of red lead paint.

-

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-

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In R.S. joists, channels, angles, tees

101

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8439

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In flats of all sizes

3.1

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7590

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Removing dry or oil bound distemper by scrapping sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

2165

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20

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Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.

2165

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43

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Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade.

2558

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94

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Supply of sprinklers, T7 series 25mm (1'') Rotor, BSP thread. (Make- Toro or equivalent)

10

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4945

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Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight, carting, loading and unloading, stacking, transit insurance etc. complete, Conforming to IS: 4985-2000, and bearing ISI mark, Class 10 kg/cm2.

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-

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Outer Dia in mm 63

18

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137

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Outer Dia in mm 75

18

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195

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Outer Dia in mm 90

18

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276

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Supply of rigid PVC fittings conforming to IS: 7834-1975 designed for precision and accuracy so as to join PVC pipes and other specials including railway freight, carting, loading and unloading and stacking etc. complete.

-

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-

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Elbow PN 10 (10kg/cm2) 63

10

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57

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Elbow PN 10 (10kg/cm2) 90

10

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134

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Tee Dia in mm PN 10 (10kg/cm2) 63

10

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76

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Tee Dia in mm PN 10 (10kg/cm2) 90

10

-

169

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Coupler (moulded) Outer Dia in mm 63

10

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27

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Coupler (moulded) Outer Dia in mm 90

10

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65

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Female Threaded Adaptor 63mm

10

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24

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Female Threaded Adaptor 90mm

10

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53

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Male Threaded Adaptor 63mm

10

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22

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Male Threaded Adaptor 90mm

10

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44

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Earthwork in excavation over areas in saturated soil (exceeding 0.30 m upto a depth of 0.60 m) including disposal of excavated earth lead upto 50 m and lift upto 1.5 m disposed earth to be neatly dressed and leveled including pumping or bailing out water

51

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614

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Extra for earthwork excavated in saturated soil for every 0.30 m depth or part thereof over 0.60 m depth below water table including pumping and bailing out water

14.5

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103

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Extra for additional depth of 1.5 m or part thereof in: Saturated soil

215

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51

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Reinforced cement concrete work in well steining excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½ :3 (1 cement: 1½ coarse sand: 3 graded granitic or basaltic aggreate 20mm nominal size

3

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6720

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Centering & shuttering including Strutting, Propping & removal of forms for : Well steining

29

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479

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Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.

1750

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71

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Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.

46

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4405

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Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in superstructure from floor I level upto floor V level.

21

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5179

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Removing old loose bottom or side cover of RCC slab, beam, columns, etc. rubbing surface of concrete steel using wire brush and applying 2 coats of Alkaline rust converting primer (Feovert) after a waiting time of 6 hrs between coats and then applying another anti corrosive protective coating system ) for reinforcement bars (IPNet-RB) Conforms to IS-2770 Part-1 (Pull out Test) ASTM-3963-86 (Adhesion Test) and then applying concrete penetrating corrosion inhibitor (EPCO-KP100) and applying bonding new to old concrete (Epibond) Conforms to ASTM-C-882-87 and plastering on the fresh bond coat with Polymer Modified Mortar (Monobond) with 20mm C.M 1:3 and finishing coat of 6mm C.P 1:3 (1 Cement : 3 Sand ) incl. cost of transport etc. as per dir of EIC. All the chemicals will be of Krishna Conchem Products Pvt. Ltd. or Equivalent.

52

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2086

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12mm cement plaster 1:4 (1 cement : 4 fine sand)

290

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191

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Providing & fixing MS barbed wire (shall weigh 9.33 kg. per 100 meters minimum) over angle supports (forming Y with Angle of size 50X50X5 of TATA or equivalent make), size of Y- verticle member 50cm out of which 30cm will be embeded in wall and to be fixed with concrete of grade 1:2:4 and two arms of Y of size 50cm) fixed at 1.5m c/c fixed with GI staples or necessary fixture as directed by Engineer in charge. Two run of barbed wire to be provided on each arms of Y at equi-distance such that total run of barbed wire will be 4). Finishing structural supports with 2 coat of primer and 2 or more coats of superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade.

200

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1078.78

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Dismantling and removing mangalore roofing tiles from roofs including ridges, hips, valleys, sheets wind ties etc. but excluding battens, roof timber etc. and stacking materials within a distance of 50 mt.

515

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44

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Providing and fixing colour coated galvulium roofing sheets of 0.5mm thickness including all the accessories (TATA make) trapezoidal profile or tile profile but excluding the cost of purlins, rafters, trusses, flashings etc. complete as per the directions of the Engineer in charge.

790

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698

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Add for providing & fixing Flashings -[Corners, Ridges, valleys, gable end & Trims] (Girth upto 610mm) including all the accessories complete as per the directions of the Engineer in charge.

50

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340

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Clearing & transportation of debris/ building rubbish, by tipper truck including loading, unloading and disposal as directed by Engineer in charge upto 10km.

70

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298.76

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Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in :All types of Ordinary rock including all types of laterite rock, blasting prohibited

97

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644

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Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

24

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1291

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Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: All works upto plinth level

36

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6297

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Providing and laying in position machine batched concrete (BMC), machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to the site of laying but excluding the cost of centering , shuttering, finishing and reinforcement including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing the strength and durability as per the direction of the Engineer-in-charge. M30 grade of reinforced cement conrete by using 420kg of cement per cu.m. of concrete. All works upto floor V level.

14

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7485

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Centering & shuttering including Strutting, Propping & removal of forms for : Foundations, Footings, Bases for columns

70

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394

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Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.

83

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182



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