Kanpur Development Authority Tender
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Kanpur Development Authority - KDA Tender
Civil And Construction
Eprocure
Opening Date5 Jan 2022
Closing Date10 Jan 2022
Tender Amount₹ 15,24,065
Costs
EMD
₹ 31,000Document Cost
₹ 1,770Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPKDA_671881_1Bid Award Id
ViewTender No
49/AA1/2020-21Tender Authority
Kanpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
M-150 Class Brick work in 1:4 cement & coarse sand in foundation and plint all complete (PWD S.I. No. 305)
26
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4850
12 mm cement plaster in two coats, backing coat 17 mm and finishing coat 3 mm thick ( of neat cement of cement and marble dust in ration 5:1) on rough side of single or half brick interior plastering upto floor two level including internal rounded angles. S.I. No. 17.53
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1 cement : 4 coarse sand
166
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178.3
Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on preprad surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401.
147
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3225
Providing and laying of wet mix macadam by providing close graded material spreading in uniform layer with moter graders on prepared surface mixing by mix inplace method with rotovater OMC and compating with roller to achieve required density complete supply of all materials labour T&P.
49
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3390
Providing and laying bituminous macadam with 100-120 hot mix plan producing and average output of 75 tones per hours using crushed aggregates of specified grading pre mix with bituminous binder tranported to site laid over previously prepared surface with paver finisher including supply of all materials labour T & P required for proper completion of work.
25
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7300
Providing and applying tack coat with bitumen emulsion pressure distributor @0.25 kg/sqm. Another prepared bituminous/granular surface cleaned with mechanical broom before BM/SDC including supply of all material labour T&P required proper completion of work.
500
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10.9
Providing and applying primer coat with emulsion pressure distributor @0.75 kg/sqm. using machanical means as per technical specification clause 502 including suplly of all material labour T&P.
500
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50.5
P/L 20 mm thick SDBC with 100-120 TPH hot mix plant producing an average output 75t/h using crushed aggregate of specified grading premixed with bituminous binder @ CRMB 5% of mix and filler transporting the hot mix to work site laying with hydronslatic including supply of all material labour T&P required proper completion of work.
13
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8890
SEWER LINE
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Excavation for depth upto 1.5 m below ground level for laying sewers, manholes, gully pits chambers sumps etc in ordinary soil (earth sand , loam and clay) including dressing levelling, refilling of trenches in 20 cm. Layers watering and ramming the same including removal of surplus earth of other dismantled material upto a distance of 50m from the centre of trenches.
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(a) 0.00-1.50 m Below GL
162
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199
Providing & laying incement concrete by 8:4:1 (Stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete including cost of formwork in foundation and floors. (PWD SOR S.I 281)
10
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5600
Carting laying & Jointing of following dia (NP-2) R.C.C Hume pipe and special from store to the site of work, lowering the same into trenches in depth upto 1.5m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in cement and jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials , testing etc complete but excluding excavation and refilling of trenches from ground level to the required level .
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d:- 250 mm dia 0-1.50m Below G.F
90
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250
Construction of 1.00 x1.20x1.50m internal size manhole as per standard design and specification of KDA & including 30 cm thick cement concrete 1:4:8 base & channel, brick work one & half 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 18 mm square 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 gauge stone grit with including ferro cement seat and ferro cement cover 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 seat)
4
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32200
Addition / subtraction of Masonry shaft 1.00X1.20m size as per slandered design &specification of KDA 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 18 mm square MS bar foot rest embedded with 1:2:4 cement concrete at 23cm. centre to centre all complete. as per of Engineer in charge of work.
0.4
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10700
Supply & stacking of ISI Marked class N.P -2 RCC Hume pipe of following dia with collar at site with cartage including loading, unloading complete in all respect.
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250.00 mm dia
80
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385
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