Lucknow Development Authority Tender

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Lucknow Development Authority - LDA Tender

Works
Civil And Construction
Eprocure
Opening Date17 Jun 2019
Closing Date26 Jun 2019
Tender Amount₹ 1,90,79,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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3.00M - 4.50M

1804

456412

253

... More
Providing and laying cement concrete 1:5:10 ( 1cement : 5 coarse sand :10 graded stone ballast 40 mm nominal size) including supply of all materials, labour and T&P etc. complete for proper completion of the work and curing complete , also including cost of formwork in foundation. S.I.no.281

408.84

1165194

2850

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Providing and laying Cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone grit 20 mm. nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.

83.39

500340

6000

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Supply & Stacking of R.C.C. Spigot & Socket Pipes at site of Folling M.M.Dia

-

-

-

-

-

-

3896

1437624

369

1485

723195

487

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Supply & Stacking of R.C.C. Spigot & Socket Pipes at site of Folling M.M.Dia

-

-

-

-

-

-

508

751332

1479

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Carting of RCC hume pipes (NP2-class) and specials from store to the site of work, lowering the same into trenches in depths below ground level true to alignment, laying and jointing with rubber rings etc. including all materials,labours T&P ,and testing etc. complete but excluding cost of pipe , rubber ring, excavation and refilling of trenches from ground level to the invert level of pipes.

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-

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250MM DIA

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-

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0.00 - 1.50M B.G.L

1896

479688

253

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1.50M - 3.00M B.G.L

2000

570000

285

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300MM DIA

-

-

-

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1.50M - 3.00M B.G.L

1585

542070

342

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Carting of RCC hume pipes (NP3-class) and specials from store to the site of work, lowering the same into trenches in depths below ground level true to alignment, laying and jointing with rubber rings etc. including all materials,labours T&P ,and testing etc. complete but excluding cost of pipe , rubber ring, excavation and refilling of trenches from ground level to the invert level of pipes.

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-

-

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400MM DIA

-

-

-

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1.50M - 3.00M B.G.L

128

61568

481

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3.00M - 4.50M B.G.L

380

197448

519.6

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Construction of 1.00x1.20x1.50 m internal size manhole as per standard dsign and specification of LDA & including 30 cm thick cement concrete 1:4:8 base & channel (with 40 mm stone ballast, coarse sand & cement), brick work one & half brick work thick in 1:4 cement & coarse sand mortar & with neat cement finish including 16 mm dia M.S. bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre and 15 cm thick RCC slab with 1:1.5:3 cement, coarse sand and 2 cm guage stone grit with including Circular Shape 560mm dia Precast R.C.C. Manhole Cover with Frame (EHD-35), floor with 1:2:4 cement concrete all complete as per Engineer in charge of work (height will be measured from invert of pipe to bottom of the slab (analysis rate).

216

5616000

26000

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Addition/ subtraction Masonry shaft 1.00x 1.20 m size as per slandard design & specification of LDA having one and half B/W in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 16 mm dia MS bar foot rest embedded with 1:2:4 cement concrete as 23 cm. centre to centre all complete as per of Engineer in charge of work. (analysis rate)

108

1078920

9990

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Construction of 0.60x0.60x1.50 m internal size connecting chamber as per standard design and specification of LDA & including 15 cm thick cement concrete 1:4:8 base & channel (with 40 mm stone ballast, coarse sand & cement), brick work 23 cm thick brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 16 mm dia M.S. bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre with including Circular Shape 560mm dia Precast R.C.C. Manhole Cover with Frame (EHD-35), floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the slab) (analysis rate).

98

955500

9750

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Addition/ subtraction Masonry shaft 0.60x 0.60 mtr size as per slandard design & specification of LDA having one brick work in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 16 mm dia MS bar foot rest embedded with 1:2:4 cement concrete as 23 cm. centre to centre all complete as per of Engineer in charge of work. (analysis rate)

49

-204379

-4171

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Provide and fix open timbering in (covering 1/3 of surface area by plank) in trenches for the depth upto 3m below grond level consisting of 40mm thick approved country wood planks for polling boards. 125 mm x 75 mm Indian sal wood wallers and 100 mm dia sal ballies for struts at 1.5m percent including removal after laying of sewers.(Both sides of trenches will be taken as one side for the purpose of payments and measurements i.e. area equal to length x depth of trench)Dismantled timbering materials will be the property of the contractor.

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-

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0.00-3.00M

2800

882000

315

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3.00-6.00M

798

319200

400

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Construction of 1200mm internal Dia at bottom and 560mm dia at top in (1 cement & 4 coarse sand mortar) in side 12mm thick Plaster in 1:4 cement & coarse sand mortar finish with Floating coat of neat cement including PCC 1:4:8 (cement, coarse sand) & 40mm gauge stone ballast 300mm thick and making necessary channel in cement concrete 1:2:4 (cement, coarse sand) & 20mm gauge stone grit) finish with Floating coat of neat cement including 560mm dia Precast R.C.C. Manhole Cover with Frame (EHD-B118) and P/F M.S. foot rest all complete as per standered design LDA

22

715000

32500

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Addition/ subtraction depth for cicular type manhole 1200mm internal dia at bottom

34.65

257796

7440



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