Lucknow Development Authority Tender
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Lucknow Development Authority - LDA Tender
Eprocure
Opening Date14 Sep 2021
Closing Date20 Sep 2021
Tender AmountRefer Documents
Costs
EMD
₹ 52,300Document Cost
₹ 1,475Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_LDAUP_617800_1Bid Award Id
ViewTender No
31/2021/ENIVIDA/CE/07Tender Authority
Lucknow Development Authority ViewPurchaser Address
-Website
http://http://www.ldalucknow.co.in/
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Documents
BOQ Items
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Supply & stacking DAP (LDA SOR Horti 2018-19/11.2) 50 kg per acre/year
22
-
22.6
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Supply & stacking Bonemeal/ Oil cake
22
-
31.5
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Providing Tractor with trolly including driver & POL
97
-
554.4
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Supply & Stacking 30.50 % IP (Pesticide) Dermit, Chloropyrifos, Mancozeb etc. Sanction Copy Attached
2
-
350
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Dismantling existing plaster including disposal of refuse as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet).
PWD SOR 2019/ 706
506.25
-
39
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12 mm thick plaster with cement mortar in proportion of 1:2 cement & fine sand of 1.25 F.M.
PWD SOR 2019/580
506.25
-
185
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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.
PWD SOR 2019/ 13.80
506.25
-
99
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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 including supply of all materials, labour and T&P etc. required for proper completion of work.
PWD SOR 2019/660+661
506.25
-
77
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Painting or Varnishing on Iron works in small areas or new wood work one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of work. Paint to be used should confirm to the ISI no. 103-1950
LDA SOR 2019/641+642
1012.5
-
109.5
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Boaring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS : 2800 part I, including collecting sample from different starta, preparing and submitting equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer In charge, up to 90 meter depth below ground level.
All type of soil (DAR 16 23.1.1 based)
Sanction Rate 0-15 m BGL
15
-
160
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Boaring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS : 2800 part I, including collecting sample from different starta, preparing and submitting equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer In charge, up to 90 meter depth below ground level.
All type of soil (DAR 16 23.1.1 based)
Sanction Rate 15-30 m BGL
15
-
170
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Boaring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS : 2800 part I, including collecting sample from different starta, preparing and submitting equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer In charge, up to 90 meter depth below ground level.
All type of soil (DAR 16 23.1.1 based)
Sanction Rate 30-65 m BGL
35
-
200
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Supply, assembling, lowering and fixing in vertical position in bore well PVC pipes required dia including required dia including required hire & labour charges, fittings & acesories etc. all complete for all depth, as per direction of Engineer in Charge
110 mm nominal size dia
PVC pipe 10kg/Sq cm
(DAR-16 23.3.1 based)
Sanction Rate
56
-
725
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Supply, assembling, lowering and fixing in vertical position in bore well PVC pipes stainer pipes including hire & labour charges, fittings & acesories etc. all complete for all depth, as per direction of Engineer in Charge
110 mm nominal size dia
PVC pipe 10kg/Sq cm
(DAR-16 23.4.1 based)
Sanction Rate
2
-
760
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Supply & Fixing End cap 110 mm dia
Sanction Rate
1
-
68
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Supply, assembling, lowering and fixing in vertical position in bore well CPVC screen ppipes including hire & labour charges, fittings & acesories etc. all complete for all depth, as per direction of Engineer in Charge
40 mm nominal size dia
Sanction Rate
56
-
216
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Providing & fixing M.S. clamp of required dia to the top of casing/ housing pipe of bore well as per IS 2800 part -1 including necessary bolts & nuts of required size complete
Sanction Rate
1
-
299.5
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Gravel packing in bore well, including providing 5-10 mm stone grit, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- In- charge
Sanction Rate
0.49
-
2550
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Supply/ erection of 40 mm dia GI Elbow Sanction Rate
1
-
86.9
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Supply/ erection of 2 HP KSB/ Crompton or equalent submersible pump with motor including 15 sqm 3 core cable, (approx 45 meter length) including cost of steel rope & panel
Sanction Rate
1
-
20150
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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. (UPPWD SOR SI No. 502)
1400
-
70.3
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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. (UPPWD SOR SI No. 251)
2.25
-
120
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Providing and laying Cement concrete 1:4:8( 1 cement : 4 fine sand : 8 graded brick aggregate 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. (UPPWD SOR SI No. 275)
0.75
-
6480
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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. (UPPWD SOR SI No. 305(b))
1.05
-
5160
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R.C.C. Work with cement approved coarse sand and 2 cm. (3/4") guage approved stone grit in RCC Columns in 1:1.5:3 excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire, and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc. required for proper completion of the work. Binding wire cost being included in this Item. (UPPWD SOR SI No. 289)
2.25
-
9480
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Mild steel or iron in plain work such as reinforced concrete or reinforced brick work(when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & overlapping & hooks. (UPPWD SOR SI No. 504)
1.77
-
6350
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Painting or Varnishing on Iron works in small areas or new wood work one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of work. Paint to be used should confirm to the ISI no. 103-1950 (UPPWD SOR SI No. 641+642)
13.5
-
109.5
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Supply & Fixing of Swing 4 seater SW-2 including cost of swing seater (shape & size attached with estime) fixing the swing seater including excavation PCC 1:4:8 cement coarse sand & 40 mm nominal grit with CC 1:2:4 cement coarse sand & 20 mm gauge stone grit including all material & labour required fixing and orienting etc all complete under the direction of the E'/I.
Sanction Rate
2
-
58450
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Supply & fixing of wave slide (m) four seater SD-05B (height6") including cost of wave slider (shape & size attached with estime) fixing the wave slide including excavation PCC 1:4:8 cement coarse sand & 40 mm nominal grit with CC 1:2:4 cement coarse sand & 20 mm gauge stone grit including all material & labour required fixing and orienting etc all complete under the direction of the E'/I.
Sanction Rate
2
-
57925
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Laying inter Locking Tiles Providing and laying of interlocking concrete block pavement having thickness 60 mm as per drawings and technical specification clause 1504 (Exclusive G.S.B) UPPWD SOR SI No. 33 MORD 1500 (6.7) (2)
100
-
980
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Type B (First Class) Bedding. Laying (First Class) Bedding on well compacted sand, moorum or approved granular material as per clause 1105(ii) UPPWD SOR SI No. 37 MORD 1100 (9.2)
15
-
3227
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