Lucknow Development Authority Tender
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Lucknow Development Authority - LDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date1 Jul 2024
Closing Date16 Jul 2024
Tender Amount₹ 2,79,96,823
Costs
EMD
₹ 5,60,000Document Cost
₹ 4,366Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_LDAUP_934537_1Bid Award Id
ViewTender No
14/E-TENDER/CE/2024-25_1Tender Authority
Lucknow Development Authority ViewPurchaser Address
-Website
http://http://www.ldalucknow.co.in/
GEM & Bid Advisory Services
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Documents
Gomti Nagar Vistar Yojna Sector-6 me Bhukhand no-6/E-252 to 6/E-238 tak evam aas pass sadak, sewer nali aadi ka karya.
Gomti Nagar Vistar Yojna Sector-6 me Bhukhand no-6/E-252 to 6/E-238 tak evam aas pass sadak, sewer nali aadi ka karya.
Gomti Nagar Vistar Yojna Sector-6 me Bhukhand no-6/E-252 to 6/E-238 tak evam aas pass sadak, sewer nali aadi ka karya.
BOQ Items
Construction of Granular Sub-Base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
583
2212485
3795
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (as per Clause 406) (LDA SOR RSN-6)
639
2658240
4160
Providing and applying Primer coat with Emulsion (S.S.) on prepared surface of granular base. Including cleanning of road surface and spraying primer @ 0.60 kg./sqm. Using mechanical means. (as per MORTH Specification - 503) (Analysis Rate) & Sanctioned Rate
3595
68305
19
Providing and laying bituminous macadam with 60-90 TPH Hot Mix Plant producing an average output of 25 cum per hour using crushed aggregate of specified grading, premixed with bituminous binder (VG-30 @ 3.3 %) transported to site , laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. (as per MORTH Specification - 504)
435
1674750
3850
Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.300 kg. per square metres on the prepared bitumenous /granuler surface cleaned with mechanical broom. (as per MORTH Specification - 503
6177
66093
10.7
Providing and laying semi-dense bituminous concrete with 60-90 TPH batch type HMP producing an average output of 25 cum per hours using crushed aggregate of specified grading, premixed with bituminous binder (VG-30) @ 5.00 percent of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H Specifications Clause 508 complete in all respects. (Reducing Bituminious quality by 8% and replacing it by plastic waste as per IRC:SP:98-2013)
569
2529205
4445
Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 2023/16.7.1
588
90252
153.49
Sewer Line
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds above. (PWD SOR 2021/SI-2.8.1)
565
114695
203
Supply & Laying of Double wall corrugated (DWC) pipes made of PP confirming to IS 16098 P-2 (Make Astral / Rex, Alom, Supreme) 300 mm: 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)
-
-
-
400 mm PSR (PMAY)
588
1135428
1931
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). PSR
38
1316966
34657
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)
10
147820
14782
Drain
-
-
-
Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): Depth exceeding 1.5 m but not exceeding 3 m. DSR 2023/ 2.20.2
882
56853
64.46
Engagement of Sweeper with Brooms T&P all complete required for proper completion of the work. For One year. SI No. 22A+10% CP
40
14300
357.5
Cartage of Malva up to 2 km distance. (Rs. 124.80 (-) 20% = 99.84
127.53
12733
99.84
Earth Work in surface excavation not exceeding 30 cm in depth but exceeding 1.50 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.50m, as directed by engineer - in charge 2.1.1 All kinds of soil. 0.00 to 0.30 m
660
92545
140.22
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to 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). DSR2023/ 4.1.8
78
419730
5381.16
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 2023/4.2.3
122
953643
7816.75
Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 and finishing as per direction of the Engineer-in-charge; for the following grades of concrete. Note : Extra cement upto 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 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. : Concrete of M-15 grade with minimum cement content of 240 kg/cum. DSR 2023/ 4.20.12
147
1043500
7098.64
Centering and shuttering including strutting propping etc. and removal of form work for :- Foundations, footings, bases for columns (PWD SOR 2020/S.no.-4.3.1)
3366
1042719
309.78
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 authorised overlaps shall be measured up to floor two level. L.D.A APPRO.
212
1696000
8000
Interloking Work
-
-
-
Construction of Granular Sub-Base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
796
3020820
3795
Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway 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 50mm thick compacted bed of course 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, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. DSR 2023/16.91.2
6369
5491542
862.23
Water Line
-
-
-
Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10 sqm on plan i/c getting out and disposal of excavated earth up to 50m and lift upto 1.5m as directed by E/I (0.0 to 0.30 m) ref to DAR 2.6.1 (0.0-1.50M
732
102626
140.2
Providing, carting, laying and jointing P.V.C. Pipe (10kg/cm2), Specials, Couplings, Fittings, to site of work. Lowering the same into the trenches and laying true in alignment and gradient including testing of the pipe line (excluding the cost of trenching but including the cutting of pipes for making up the length and making joints) (Supreme make or Equivalent).
-
-
-
160 mm dia
610
936350
1535
110 mm dia
610
448960
736
Providing and laying S&S C.I. Standard specials such as tees, bends, collars, tapers and caps etc., suitable for flanged jointing as per IS : 1538 (UPTO 300 mm DIA)
3
28440
9480
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.(SOR-LDA approved rate) : 150 mm dia PSR
41
28536
696
Providing and fixing C I Sluice Valve (With Cap) Complete with Bolts, Nuts, Rubber insertions etc (the tail piece if required will be paid separately. (SOR LDA approved Rate) : 150 mm dia PSR
4
39980
9995
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