Lucknow Development Authority Tender

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Lucknow Development Authority - LDA Tender

Works
Civil Works Water Works
Eprocure
Opening Date27 Jun 2020
Closing Date6 Jul 2020
Tender Amount₹ 10,59,475 
Notes
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Costs

Description

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BOQ Items

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First Class brick work in 1 : 4 cement and coarse sand of 2.60 F.M. mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.

27

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5160

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Providing and laying cement concrete in 1:2:4 (1cement :2 coarse sand:4 graded stone grit 20mm nominal size) including supply of all materials, labour and T&P etc. required for proper comletion of the work and curing complete, also including cost of formwork in foundation and floors, (P.W.D. 2019 chapter 5 items No. 279b)

3

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7680

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12 mm thick plaster with cement mortar in proportion of 1:4 cement & fine sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials labour T&P etc required for proper comletion of the work.

121

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180

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Supply & stacking at site PVC specials (conforming to IS 7834-1975 injection Moulding)

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-

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110 mm dia pipe

54

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262

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110 mm dia Bend

2

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220

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Coupler

2

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115

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End Cap

1

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68

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CI'' 'D' Joint

2

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472

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Providing and fixing C.I. Sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tall pieces if required will be paid separately)

1

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9995

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Construction of Sluice Valve (S.V.), Air Valve Chamber (1.00x1.20x1.20m) internal size including excavation of foundation and concrete base with 1:4:8 (cement, coarse sand & 40 mm stone ballast) 15mm thick, M-150 B/W (1:4) cement, coarse sand including plaster 12mm thick 1:4 cement & coarse sand with neat cement finish, RCC cover 15 cm. thick in 1:1.5:3 (cement, coarse sand & 20 mm stone grit) complete in all respect as per LDA specifications.

1

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16725

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S/L of 250mm dia NP-3 hume pipe etc all complete (308.0+420.0)

74

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728

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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).

5

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32000

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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)

2

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-12630

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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).

2

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11900

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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)

1

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-5290

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Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on perpared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratoy roller to achieve the desired density complete as per clause 401. For Grading I Material (GSB-I)

54

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3795

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Providing and laying 80 mm thick ruber molded interlocking tiles over prepared base including 4.00 Cm sand bid and joint field with local sand including supply of all material lanour T&P etc. required for proper completion of the work.

216

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815

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P/F of 20mm dia G.I. Pipe line.

18

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150.53

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Engagement of J.C.B. etc all complete work.

128

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850

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Engagement of Tractor Trolly with fuel & driver etc all complete work

16

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1716



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