Housing And Urban Development Authority Tender

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Housing And Urban Development Authority Tender

Works
Civil And Construction
Eprocure
Opening Date27 Dec 2024
Closing Date6 Jan 2025
Tender Amount₹ 14,83,765 
Notes
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Costs

Description

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Documents
Directorate of land record, Tourism and Civil Aviation Block No. 28 SDA Complex Kasumpti Shimla-9 SH Retrofitting of column A 12, Beam and other allied works
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BOQ Items

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Supply and apply a cement based polymer modified rebar corrosion protection system to existing reinforcement Product: SikaTop Armatec 108,or equivalent Product requirements: Carbonation resistance: 2mm of SikaTop Armatec 108 corresponds to 20mm of normal mortar ; bond strength 1N/mm2 according to ASTM C 882-78.

2

142

284

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P & F of Extra 8mmX 120MM deep L-type shear rebar connector 10mm Providing extra rebar with Hilti RE 500 V3 or equivalent chemical including power drilling ,cleaning of holes, then rebars should be inserted in holes that should be filled with epoxy to ensure the bond and straightning, cutting , bending, placing in position, binding with GI wire of 18 gauge. Complete in all respects excluding the cost of steel.

210

332

69720

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P & F of Extra rebar 16mm dia*300mm depth Vertically: Providing extra rebar with Hilti RE 500 V3 chemical or equivalent including power drilling ,cleaning of holes, then rebars should be inserted in holes that should be filled with epoxy to ensure the bond and straightning, cutting , bending, placing in position, binding with GI wire of 18 gauge. Complete in all respects excluding the cost of steel.

16

928

14848

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P & F of Extra rebar 20mm dia*300mm depth Vertically: Providing extra rebar with Hilti RE 500 V3 chemical including power drilling ,cleaning of holes, then rebars should be inserted in holes that should be filled with epoxy to ensure the bond and straightning, cutting , bending, placing in position, binding with GI wire of 18 gauge. Complete in all respects excluding the cost of steel.

14

1084

15176

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Providing extra reinforcement with TMT bars as per site design requirement including straightning, cutting, bending, placing in position, binding with G.i. wire of 18 gauge etc. complete in all respects. Additional reinforcement with adequate lap length & rings at required spacing shall be tied with existing reinforcement using binding wire or welded complete as per site requirements and direction of EIC.

1452.18

109

158287.62

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P, M & A of epoxy resin concrete: Providing, mixing & applying two component epoxy resin concrete bonding coat on prepared Rcc surfaces as per manufacture specification excluding preparation of surface by chipping and thoroughly cleaning of surface complete wherever required. Product: Sikadur 32 .or equivalent Consumption:0.4kg/m2. Product requirements: Complies with ASTM C 881 Type II .

81.75

626

51175.5

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P & F of water tight shuttering: Providing and fixing water tight centring and shuttering.

30.24

494

14938.56

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S & A of non-shrink cement micro concrete Supply and apply a ready to use non shrink, cementitious free flow microconcrete Product: SikaRep Microcrete-4/or equivalent Yield: Approx 17ltr/bag(30kg) Product requirements: Compressive strength60 N/mm2(28 days) according to ASTM C 1107-99.

2.45

68468

167404.26

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Repair of cracks in RCC Member Makeing 'V' groove of 10mm wide and 10mm deep over crack line by electrically operated angle grinder with diamond concrete saw blade and cleaning it by air blower as directed by Engineer-in-charge.

2

36

72

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Supply and apply solvent free, moisture insensitive epoxy resin based patch repair putty on vertical surfaces. Product: Sikagard®-694 F (I). Yield: 0.6 ltr/kg.or equivalent Product requirements: suitable for submerged condition; compressive strength of 40 N/mm2 (1 day) according to IS 9162-1979.

2

172

344

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Epoxy injection in RCC Member Drilling and fixing injection packers in RC members including Drilling Holes: Drilling holes in structural members at the intervals as per recommendation of engineer in charge. Cleaning of holes: Clean the holes by air blower prior to fixing nozzles. Fixing of Packers: Insert 12 mm dia., 50~75 mm non corrosive type long injection packers in cleaned holes with mositure insensitive epoxy resin based putty or equivalent. Cutting of Packers: Cut the packers by cut of wheel after completion of grouting without damaging structural elements.

405

277

112185

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Supply a moisture intensive, epoxy resin based injection grout for wet or damp location. Product: Conbextra ep 10/ Sikadur 55 SLVor equivalent Mixed Density: 1.14 kg/l at 27 deg celcius Product requirements: bond strength 10 N/mm2 or concrete failure according to ASTM C 882 at 30 deg celcius; compressive strength 85 N/mm2 according to ASTM C 579.

265

1957

518605

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For Repair of Hair line cracks in the Brick wall Supply and apply of non shink repair mortar for non-moving cracks in plaster and walls. Product:Sika Cracksil..or equvlent Density: 0.85 Kg/l at 270C

30

95

2850

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Supply & Apply of ready to use water resistant White Cement based finishing / smoothening material in 1.5mm thickness for indoor and outdoor plastered surfaces. Product: Sika or equivalent Wall Décor, System Requirement: Tensile Adhesion 1.0 N/mm2 at 28 days (According to EN 1348), Water Capillary Absorption 0.8ml at 24hrs as per Karsten Tube Test, Water Retentivity 98% (According to EN 196-3).

2

133

266

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Patch and Repair Mortar Supply and apply a pre-batched one component polymer modified cementitious patch repair mortar for a thickness of 40mm or as directed by Engineer-in-charge. Product: Sika MonoTop®-122 F. Yield: approx. 0.84 ltr/kg.or equivalent System requirements: compressive strength = 50 N/mm2 (28 days) according to ASTM C 109; flexural strength = 3N/ mm2 (7 days) according to ASTM C 293-79.

70.2

3098

217479.6

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, in all lead and lifts.

4.5

349

1570.5

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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material in all lead and lift. as per direction of Engineer - in- charge.

2.18

2645

5766.1

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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material in all lead and lift as per direction of Engineer-in-charge. In cement mortar.

0.35

1530

535.5

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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of Engineer-in-charge.All works upto plinth level

0.45

7973

3587.85

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All works above plinth level upto floor V level

8.16

8440

68870.4

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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., , excluding the cost of centering, shuttering and finishing : 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

6.95

6568

45647.6



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