Lucknow Development Authority Tender
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Lucknow Development Authority - LDA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date31 Aug 2020
Closing Date7 Sep 2020
Tender Amount₹ 81,08,000
Costs
EMD
₹ 1,62,200Document Cost
₹ 4,366Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_LDAUP_505651_1Bid Award Id
ViewTender No
23/E-Nivida/CE/2020-21Tender Authority
Lucknow Development Authority ViewPurchaser Address
-Website
http://http://www.ldalucknow.co.in/
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Documents
BOQ Items
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R.C.C. works with cement approved coarse sand and 2 cm.(3/4") gauge approved stone ballast in the proportion 1:1.5:3 in Walls excluding supply of reinforcement and its bending the same with 24 B WG binding wire and necessary centering and shuttering etc, and also including supply of all materials labour and tools and plants etc required for proper completion of the works. (SI 285)(a)
179.5
1601858
8924
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Mild Steel or Iron Work in plain work such as reinforced concrete work wrought to required shape as necessary including binding for proper completion of the work and including supply of steel & wastage, over lapping and hooks. (S.I. No. 504)
255
1619250
6350
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PARK
-
-
-
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Excavation in foundations in ordianary soil (Loan clay or sand) including lift upto 1.5 m (5 fts) amd ;ead i[tp 30 m (100 ft) & including filling, watering and ramming of excavated earth into the trenches of into the space between the building and teh sides of foundation trenches or into the plinth adn removal and disposal of surplus earth as directed by the Engineer - in charge upto a distance of 30 m (100fts) from the foundation trenches.
81
9720
120
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25 mm thick damp proof course of cement concrete consisting of 1:1.5:3 one part cement 1.5 parts approved coarse sand and 3 parts approved 13mm graded stone grit and including water proofing materials as ordered by the Engineer-in-charge in the proportion as specified by the manufacturers.
-
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-
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Providing and laying Cement concrete 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone ballast 40 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.
16.5
105435
6390
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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.
2
15360
7680
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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.
46
237360
5160
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12 mm thick plaster with cement mortar in proportion of 1:3 cement & coarse sand of 2.60 F.M.
402
76380
190
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Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade with one coat of water thinable cement primer of approved brand and manuracture on wall surface including supply of all materials, labour and T&P etc. required for proper completion of work. SI 660 + dsr 13.43.1
402
30954
77
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Painting roofs or other iron work in large area with one coat of ready mixed priming paint with two coat of approved paint (ANTISOL) including supply of all materials, labour and T&P etc. required for proper completion of work. Paint to be used should confirm ISI no. 103-1950 (Cost of area of 650 sq.ft.)
4.5
355
79
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Mild steel or iron work of small size and sections such as holding down bolts, hold fast, tie rods, grating etc,(when not included in an overall rates) wrought to required form, including supply of steel, bolts, nuts and wastage etc. and their fixing required for proper completion of work.
3
21090
7030
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SEWAR
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-
-
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Excavation for depth below ground level for laying sewers, manholes, gully pits, chambers, sump etc. in ordinary soil (earth sand, loam and clay) including cutting of joints pits, trimming, dressing, levelling, refiling of trenches in 20 cm layers watering and ramming the same including removal of surplus earth or other dismantled materials upto a distance of 50 m from the centre of trenches.
-
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-
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0.00 - 1.50 m
742
143948
194
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1.50 - 3.00 m
221
53040
240
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Supply & Laying of Double wall corrugated (DWC) pipes made of PP confirming to IS 16098 P-2 (Make Astral / Rex, Alom, Supreme) For leak proof Joints “Double Wall Corrugated (DWC) Pipe above 150mm ID ( in all the stiffness classes ) , should be supplied with Integral non-detachable socket having a minimum ring stiffness of 4 KN/m2 when tested individually according to Annexure C of IS-16098 Part I. For proper and leak tight jointing, Pipes of 200 & above sizes shall be joined with the help of Jacks only - to be provided by the pipes suppliers . No manual jointing is permitted for 200mm sizes. DWC pipes Manufacturer /or its group company should have at least 3 years’ experience of production of any type/ specification of Double Wall corrugated ( DWC ) pipes. The Elastomeric Rings used must be of ISI mark only. The manufacturer of the pipes should also have valid accreditation for ISO 9001 & ISO 14001.(Technical Requirements / amendments required In line with the Standard – 16098)
-
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-
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250 mm ID Sn8
602
434824
722.3
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300 mm ID Sn8
124
134614
1085.6
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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).
17
544000
32000
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Addition / subtraction Masonry shaft 1.00 x 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)
4.5
56835
12630
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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).
17
202300
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)
8.25
43642
5290
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Provide and fix close timbering 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. (0.00-3.00M)
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-
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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. (0.00-3.00 m)
360
122400
340
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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
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-
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Addition/ subtraction depth for cicular type manhole 1200mm internal dia at bottom
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-
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WATER
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-
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Excavation for Pipe Line, ordinary soil (Loan clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 50 m & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 50 m from the foundation trenches. (0.00 to 1.50 m B.G.L.)
659
79080
120
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Supply & Laying of the following of sizes of AC/ HDPE pipe with all jointing materials confirming to latest relevant IS 1592 & IS 4984:1995 or its latest amendment with coupiers including complete in all respect F.O.R destination including all comlete of the work.
-
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-
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110mm dia HDPE Pipe
602
138460
230
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160mm dia HDPE Pipe
124
58714
473.5
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Supply & Laying of the following sizes of D.I pipe class K-7 conforming to latest IS 8329/2000 complete in all respect F.O.R destination including all complete of the work. 110mm dia K-7
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-
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Providing Cast Iron Detachable (C.I.D.) Joints to PVC Pipe/ Asbestos Cement Pressure Pipes and Plain Ended C.I. Specials of the following nominal diameter with Collar, Rubber Ring, Flanges, Bolts and Nuts complete including testing of Joints.
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-
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110 mm dia
227
161624
712
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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)
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-
-
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150 mm dia
2
20792
10396
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200 mm dia
2
33504
16752
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Providing and fixing spindle Fire Hydrant with 200 mm outlet complete with components (80 x 65 mm)
1
6870
6870
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Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required wil be paid separately) (150 mm dia)
2
20118
10059
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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.
7
117075
16725
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