Lucknow Development Authority Tender

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Lucknow Development Authority - LDA Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date21 Dec 2024
Closing Soon2 Jan 2025
Tender Amount₹ 65,56,453 
Notes
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Costs

Description

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Documents
Jankipuram yojna, Sector-J (Extension) isthit Janeshwar Enclave apartment mein ground floor par covered parking ka nirman karya.
Jankipuram yojna, Sector-J (Extension) isthit Janeshwar Enclave apartment mein ground floor par covered parking ka nirman karya.
Jankipuram yojna, Sector-J (Extension) isthit Janeshwar Enclave apartment mein ground floor par covered parking ka nirman karya.
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BOQ Items

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DO_NOT_SHOW

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 2023, 4.1.8

27.28

5381

146798.04

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Centering and shuttering including strutting, propping etc. and removal of form for all heights : DSR 5.9

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Foundations, footings, bases of columns etc. for mass concrete. DSR 2023, Code 5.9.1

113.14

309

35048.51

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Suspended floors, roofs, landings, balconies and access platform. DSR 2023, Code 5.9.3

584.57

732

428185.83

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Lintels, beams, plinth beams, girders, bressumers and cantilevers. DSR 2023, Code 5.9.5

537

581

312383.64

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Columns, Pillars, Piers, Abutments, Posts and Struts. 5.9.6

181.05

759

137485.75

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Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorized overlaps shall be measured up to floor two level. S/R

20129.13

80

1610330.4

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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. DSR 2023, Code 5.33

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All work upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum. DSR 2023, Code 5.33.1.1

65.14

7508

489091.31

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All work from plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum. DSR 2023, Code 5.33.2.1

135.63

7789

1056457.33

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FLOORING WORK

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Construction of granular sub base by providing closed graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site,for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and and compacting with vibratory power roller to achieve the desired density, complete as per specifications and direction of Engineer in Charge.

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With material conforming to grade -1 (size range 75 mm to 0.075 mm) having CBR Value -20

20.72

3795

78632.4

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With material conforming to grade -1 (size range 75 mm to 0.075 mm) having CBR Value -20

20.72

3795

78632.4

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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

19.78

4160

82284.8

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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. DSR 2023, Code 16.91

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80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. DSR 2023, Code 16.91.2

357.5

862

308247.23

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FINISHING WORK

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6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) DSR 2023, Code 13.16.1

1057.72

237

251039.26

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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR 2023, Code 13.8

1057.72

123

130385.14

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Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) DSR 2023, Code 13.46.1

1057.72

126

134192.94

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groove in plastered surface. DSR 2023, Code 5.3

838.5

61

51928.31

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EARTH WORK

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Earth work 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 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift , as directed by Engineer-in-charge. All Kinds of soil. DSR 2023, Code 2.6.1

13.55

140

1899.98

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift. DSR 2023, Code 2.25

9.35

154

1447.66

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CONCRETE WORK

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). DSR 2023, Code 4.1.8

1.63

5381

8771.32

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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns etc. for mass concrete. DSR 2023, Code 5.9.1

6.66

309

2063.13

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BRICK WORK

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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 1:6 (1 cement : 6 coarse sand) DSR 2023, Code 6.1.2

3.95

5634

22254.85

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1 :4 (1 cement : 4 coarse sand) DSR 2023, Code 6.4.1

7.77

7381

57355.03

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FINISHING WORK

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15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 Cement : 4 fine sand) DSR 2023, Code 13.2.1

84.36

315

26619.8

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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR 2023, Code 13.8

84.36

123

10399.06

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Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) DSR 2023, Code 13.46.1

84.36

126

10702.75

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Providing and fixing Glass Reinforced Concrete (G.R.C) Screens casted with 'Spray Mix' concrete design in approved size, pattern, thickness of 50mm on the outer Border & 25-30mm for Internal Member or overall thickness of 40mm and shade. The Screens should be made from ‘43 grade’ Portland Cement manufactured by ‘JK Cement’ or 'Nuvoco' or 'JK Lakshmi' or Ultratech'. White Quartz fine graded seive Silica Sand, Alkali Resistant Glass Fiber manufactured by 'NEG Japan, Owen Corning ‘Saint Gobain’ or equivalent, Super Plasticizers manufactured by ‘Karochem’ or equivalent, Polymers manufactured by ‘Nova Polychem’ or equivalent and U.V resistant Synthetic inorganic pigments should be used for pigmentation manufactured by ‘Phenochem industries or equivalent. The Screens casting shall take place with layering methodology using- Direct Power Spray machines.The GRC Screens flexural strength average L.O.P should be above or equivalent to 6 N/mm2 & M.O.R should be above or equivalent to 12 N/mm2 for tests done on 28 days cured samples. S/R

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The fixing of Screens should be done using ‘Dry fixing’ method onto structural support members i.e. R.C.C, Brick work MS Framework. MS Galvanized CLAMPS & PINS also if required fasteners to be used of Wurth, Hilti & Fischer or equivalent. All cast in Socket to be epoxy primer coated, electrodes to be used of advani, mangalam, esab or victor brand or equivalent,. Vendor shall submit shop drawings of same, the drawings to be dully approved from Engineer in charge at site.

133.88

4544

608350.72

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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fiXing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes. DSR 2023, Code 10.16.1

2476.99

153

380391.35

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Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work DSR 2023, Code 13.52.1

267.78

190

51137.95



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