Chandigarh Administration Tender

View complete overview of Chandigarh Chandigarh Administration Tender

Chandigarh Administration Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date10 Jan 2025
Closing Date17 Jan 2025
Tender Amount₹ 22,15,893 
Notes
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Description

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BOQ Items

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1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR No.4.1.10

6.25

6342

39641.25

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) DSR No.6.1

7.34

7171

52639.84

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Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. DSR No.8.6

351.04

493

173069.74

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Structural steel work in single section, fixed with or without connectingplate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. DSR No.10.1

1635.18

114

186704.85

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Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). DSR No.11.2

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Light shade using white cement. DSR No.11.2.1

4.91

1364

6697.98

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Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4(1 cement : 4 coarse sand) : DSR No.11.26

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25 mm thick. DSR No.11.26.1

46.54

1895

88223.55

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10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: DSR No.12.16

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With common burnt clay F.P.S.(non modular) brick tile of class designation 10. DSR No.12.16.1

389.45

1021

397955.59

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Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : DSR No.12.21

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In 75x75 mm deep chase. DSR No.12.21.1

132.98

296

39483.09

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Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. DSR No.12.22

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Khurras

6

290

1741.2

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12 mm cement plaster of mix : DSR No.13.4

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1:4 (1 cement: 4 coarse sand) DSR No.13.4.1

473.61

347

164674.2

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Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : DSR No.14.91

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3 mm thick. DSR No.14.91.1

402.04

545

219433.43

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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. DSR No.15.7

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In cement mortar. DSR No.15.7.4

25.29

2004

50695.58

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Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) DSR No.15.8

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From brick work in cement mortar. DSR No.15.8.3

8179

6

53327.08

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Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. DSR No.15.26

389.45

102

39922.52

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Dismentling stone slabe flooring laid in cememnt morter including stacking of serviceable material and disposal of unserviceable material with 50 meters lead. DSR No.15.25

4.91

259

1272.97

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Demolishing mud phaska in terracing and disposal of material within 50 metres lead. DSR No.15.27

38.95

889

34650.31

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Dismentling roofing including ridges ,hips ,valleys and gutters etc.,and stacking the material with 50 metres lead of; DSR No.15.28

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Asbestos cement sheet. DSR No.15.28.2

44.39

75

3338.57

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Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. DSR No.15.56

473.61

53

25181.84

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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts involved. DSR No.15.60

27.78

256

7134.46

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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. DSR No.16.83

82.29

128

10548.76

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Brick work with common burnt clay modular bricks of class designation 10 in boundary wall/ compound walls upto 1.2 metre height above plinth level in cement mortar 1:4 (1 cement :4 coarse sand) etc complete in all respect as per the directions and to the entire satisfaction of Engineer-in-Charge.NS

22.94

8329

191067.26

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Cleaning of loose earth and bitumen on existing roof slab with brush etc including disposal of loose material complete in all respects for application of water proofing treatment. NS

389.45

54

21263.97

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Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by blcok making machine with wtrong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and inclduing 25mm thick compacted of corase sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in charge N.S.

82.29

834

68629.86

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Providing and fixing 6mm thick polycarbonate sheet fixed on existing angle iron frame structure with the help of using self drilling/self tapping screws of size 5.5 x55mm with EPDM seal complete in all respects as and to the entire satisfaction of the Engineer-in-charge.NS

75.45

1496

112873.2

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Providing and fixing Trapezoidal corrugated coloured coated G.I. sheet of any colour with Width of 1.06 Meter and thickness 0.50mm (including thickness of coating) to be fixed over the existing M.S. Frame including all overlaps fixing with self drilling screws and bitumen washers complete in all respect and to the entire satisfaction of Engineer-in-charge.NS

122.09

633

77282.97

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Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm pressed, mild steel welded or rigidly fixed together by mechanical means as specified and painting with approved quality of synthetic enamel paint over a coat of approved steel primer, after pre-treatment of the surface. The rate further include making of khudda for holdfasts, Cement concrete 1:2:4 for holdfast, repair and making good of damaged plaster/ windowedges, including distempering/smowcem to the repaired portion matching with the existing shade as directed by Engineer-in-charge: Based on DSR 10.14. NS

536.26

143

76685.18

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Extra for centre mullion in pressed steel door frame confirming to IS 4351 manufactured from mild steel sheet of 1.60mm thickness of section (125mmx60mm) rigidly fixed together by mechnical means including painting with approved quality of synthetic enamel paint over a coat of approved steel primer, complete in all respects to the entire satisfaction of Engineer-in-charge. NS

22.44

136

3051.84

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Providing and filling cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) in existing pressed steel chowkhat/frame including finishing etc. complete in all respect and to the entire satisfaction of Engineer-in-charge. (Based on DSR - 4.2.5) NS

158.09

50

7904.5

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Providing and fixing 35 mm thick Golden Champ (kiln seasones) glazed window shutter with 75mm thick wide styles and top and bottom rails. the rate includes the cost of 4mm glass panes fixed with 3/4'' x 3/4'' Hollock wood corner beading 2 Nos. Aluminium belt and Aluminium D-type handle 4" size the window shutter to be painted with two coats of special quality paint over one coat of primer complete in all respect and to the entire satisfaction of Engineer-in-charge. NS

8.83

2724

24058.22

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Providing and fixing 35 mm thick Golden Champ wire gauge window shutter with style and 75mm thick wide rails and 12 x 22 gauge wire mesh fixed with 1/2'' x 3/4'' corner beading and including the 2 Nos. of 4'' iron hinges ISI marked aluminium, tower bolt handle etc. The rate also including two coats of special qualtiy paint over one coat of primer complete in complete in all respect and to the entire satisfaction of Engineer-in-charge. NS

8.83

2983

26342.54



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