Lucknow Development Authority Tender
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Lucknow Development Authority - LDA Tender
Eprocure
Opening Date12 Mar 2019
Closing Date25 Mar 2019
Tender Amount₹ 38,49,911
Costs
EMD
₹ 1,92,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_LDAUP_336362_1Bid Award Id
ViewTender No
103/E-Tender/C.E./2018-19 (05)Tender Authority
Lucknow Development Authority ViewPurchaser Address
-Website
http://http://www.ldalucknow.co.in/
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Documents
Priyedarshini yojna sitapur road ke sector C mein Faizullaganj gao road par isthit tikoniya parko avam tadsambandhi cchatigrast marg ka nirman karya.
Priyedarshini yojna sitapur road ke sector C mein Faizullaganj gao road par isthit tikoniya parko avam tadsambandhi cchatigrast marg ka nirman karya.
BOQ Items
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Construction of granular sub base (GSB) 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 complite as per MORTH specification Grade I As per 400-1
147.25
532750
3618
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Construction of granular WET MIX MACADOM by providing coarse graded material laying,spreading & compacting 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 complite as per MORTH specification 406
117.8
471906
4006
... More
Providing and applying prime coat with bitumin emulsion Prime grade on prepared surface road surface using imulsion presure distributor and spraying @ 0.60 kg/sqm using mechanical brooms as per MORTH specification
589
10248
17.4
... More
Providing and applying tack coat with bitumin emulsion 80/100 grade on prepared surface road surface using imulsion presure distributor and spraying @ 0.20 kg/sqm using mechanical brooms as per MORTH specification VG-10
1178
9129
7.75
... More
surface and laying 50mm thick bituminous macdam with 100-120 TPH batch type HMP producing and average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 grade @ 4.50 percent by weight of total mix and filler, or mix 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 MORTH
64.79
211863
3270
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Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an aerage output of 75 tones per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.5 % per cent of mix (60/70 grade) 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 rolers to achieve the desired compaction as per MORTH specification clause No 504 complete in all respect
33.87
123625
3650
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Brick lining on both side of the road of M-150 bricks 0.08 cm wide, 23 cm deep, laid with mud mortar ice labour &supply of bricks finished to the required template & in proper alignment &also i/c dressing & ramming the excavated earth as directed by the Engineer-in-charge. .[SI.No.765]
155
10028
64.7
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PART "B" CONSTRUCTION OF DRAINS
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-
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Excavation in foundation in ordinary Soil(Loam, clay or sand)including lift up to 1.50 M & including filling watering &ramming of excavated earth into the trenches or into the space between the building & the sides of the foundation trenches or into the plinth & removal & disposal of surplus earth as directed by the Engineer-in charge up to a distance of 30M. from the foundation trenches.[SI No.251]
130.2
14322
110
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Concrete with 4 cm. gauge brick ballast, fine sand of 1.25 F.M. & cement ,in proportion of 8:4:1 in foundations & under floors, including supply of all materials ,labour, Tools & plants etc. . required for proper completion of the work.[SI. No.275]
19.84
58528
2950
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R.C.C. work with cement approved coarse sand and 20mm gauge approved stone grit in the proportion of 1:2:4 in slabs 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, labor and T&P etc. repuired for proper completion on the work Binding wire cost being included in the item. SI No 284
2.43
17921
7375
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M.S.( tor steel or plain ) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel and its wastage , bend ,hooks and authorized overlapping shall be measured and including cost of binding wire. S.I.NO-504
1.91
10314
5400
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M-150 Brick Work in one cement & four course sand of 2.5 F.M mortar in foundation & plinth including supply of all materials, Labours, Tools & plants etc. required for proper completion of the work as per [SI No.303]
44.8
181440
4050
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12 mm thick plaster with cement and coarse sand of 2.50 in F.M 1:3 over brick work minimum thickness not to be less than 1 cm including supply of all materials ,labour ,Tools and Plants etc required for proper completion of the work. With dismntling of exiting plster & racking out joint of brick work a depth if 1 Cm as per S.I.NO--583
496
79360
160
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PART "C" CONSTRUCTION OF PARK
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-
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Excavation in foundation in ordinary Soil(Loam, clay or sand)including lift up to 1.50 M & including filling watering &ramming of excavated earth into the trenches or into the space between the building & the sides of the foundation trenches or into the plinth & removal & disposal of surplus earth as directed by the Engineer-in charge up to a distance of 30M. from the foundation trenches.[SI No.251]
31.29
3441
110
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Concrete with 4 cm. gauge brick ballast, fine sand of 1.25 F.M. & cement ,in proportion of 8:4:1 in foundations & under floors, including supply of all materials ,labour, Tools & plants etc. . required for proper completion of the work.[SI. No.275]
6.72
19824
2950
... More
M-150 Brick Work in one cement & four course sand of 2.5 F.M mortar in foundation & plinth including supply of all materials, Labours, Tools & plants etc. required for proper completion of the work as per [SI No.305]
36.53
147946
4050
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R.C.C. work with cement approved coarse sand and 20mm gauge approved stone grit in the proportion of 1:1-1/2:3 in slabs 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 on the work
6.28
49926
7950
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R.C.C. work with cement approved Coarse sand and 2 cm gauge approved stone ballast in the proportion 1:2:4 in lighter beam ie. having span up to 6.00 meters excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 BWG G.I binding wire and including necessary centering and shuttering etc. and also including supply of all materials labour and tools and plants etc. required for proper completion of the work binding wire.
17.78
131572
7400
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M.S.( tor steel or plain ) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel and its wastage , bend ,hooks and authorized overlapping shall be measured and including cost of binding wire. S.I.NO-504
18.89
102006
5400
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Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding metre (20") in depth and earth work in embankment to be in 20 cm(8") layers including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5 ft) lift and 30 m(100") lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 metres (100 ft) distance as directed by the Engineer in Charge with royality
365.88
45735
125
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Cartage of Earth up to 10 km. including loading / unloading etc. all complete as per direction of Engineer incharge. As per SI 231(A)
365.88
70980
194
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B/W above but in superstructure in 1:4 cement & course sand i/c necessary cutting & moulding of brick as required thickness of wall not to be less than 1brick.Add extra labour to above item
53.65
250277
4665
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Finishing wall with water proof cement paint of approved make & quality on new wood with two coat to given an even shade including supply of all material,labour,tools&plant etc. required for completion of the work[SI No.660
645.37
32913
51
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P/L of rubber moulding interlock pavement of 80 mm thick factry made zig zag of M-30 grade of design/shape in required colour & pattarn over 1"thick sand on proper base all comp.
664
571040
860
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Providing & laying of C.C Work with cement, approved coarse sand & 2cm. gauge approved stone grit in proportions of 1:2:4 including necessary centring & shuttering etc. & supply of all materials, labour ,Tools & plants etc. required for proper completion of the work i/c cost of binding wire. The rate excludes making of drip course which shall be paid extra. [SI 279 B]
4.06
24360
6000
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M.S.or iron work in heavy sizes such as trusses,built up gates, record racks, roof work, Gates etc.i/c reverting or welding where necessary. i/c supply of steel boltsnuts wastage etc & their fixing required for proper completion of the work[SI No.503]
55.22
323037
5850
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Painting or varnishing work in small areas or new wood work with one coat(upto one squre metre of ready mixed paint orVarnish including supply of allMaterials,labour,tools & plants etc. required for proper completion of the work.Paint to be used should confirm the ISI no.103-1950[SI No.641] & As in item no. 641 above but for another one coat after first coat. [SI No..641]+ [SI No . 642]
84.96
8113
95.5
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Providing & laying two coat of putti of approved on exterior surface including supply of all material labour T&P all com
645.37
53888
83.5
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Wall Painting with two coat of plastic emulsion paint including supply of allMaterials,labour,tools & plants etc. required for proper completion of the work. [SI No..641]+ [SI No . 642]
645.37
61310
95
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Construction of granular sub base (GSB) 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 complite as per MORTH specification Grade I As per 400-1
49.78
180104
3618
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