Kanpur Development Authority Tender
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Kanpur Development Authority - KDA Tender
Civil And Construction
Excavation
Eprocure
Opening Date11 Jan 2024
Closing Date7 Feb 2024
Tender Amount₹ 3,28,50,987
Costs
EMD
₹ 6,58,000Document Cost
₹ 8,260Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPKDA_880071_1Bid Award Id
ViewTender No
44/EE4/KDA/2023-24Tender Authority
Kanpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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Providing and applying Tack coat with bitumen VG-10 pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom MORTH 503.
7930
117364
14.8
... More
Providing and laying dense graded bituminous macadam with 100- 120 TPH hot mix plant producing on average output of 75 tonnes per hours using crushed aggregates of specified grading premixed with bituminous binder @ 4.5% of VG-30 transported to site laid over previously prepared surface with paver finisher to the required grade level and alignment and rolled as per class 501.6 & 501.7 to achieve the desired compaction complete in all respect. MORTH 507
400
4200000
10500
... More
Providing and laying semi dense bituminous concrete with 100 – 120 TPH type HMP producing on average output of 75 tonnes per hours using crushed aggregate of specified grading premix with bituminous binder @ 5.5% of mixed and filler transporting the hot mix to work site laying with Hydrostatic pavers finisher with sensor control to the required grade level and alignment, roller with smooth wheeled ,vibratory and tendem rollers to achieved the desired compaction complete in all respect. MORTH 509
200
2416000
12080
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Providing and laying of 80 mm. Thick C.C. pre rubber moulded Inter locking paver tiles including 40mm thick fine sand bed with over granular sub base (GSB) and compacted base of WMM but including c.c. work in side of interlocking tiles for proper slope and camber including cost of all material, labour, T&P etc. required for proper completion of work. (analysis rate)
1970
1713900
870
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Class -150 brick work 1:4 (1 cement :4 coarse sand ) in Foundation & Plinth including supply of all material, labour, T&P etc. required for proper completion of work . (PWD S.I No. 305) SOR 2020
207
1317762
6366
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RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) in slab including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. (analysis rate)
-
-
-
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RAFT
150
1114950
7433
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WALL
136
1143896
8411
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SLAB
18
153486
8527
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Mild steel (Tor steel or plain) in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply in all complete. (PWD S.I No- 504)
240
1776000
7400
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Providing and laying in cement concrete in 1:2:4 ( stone ballast 4 (20 mm nominal size) : 2 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD S.I No- 279 a)
234
1554462
6643
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Same as item no 13 above but brick work in 1:4 cement & Coarse sand in super structure for wall thickness 12 cm and below all complete. (PWD S.I No. 305+309)SOR 2020
71
512478
7218
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12 mm thick plaster with cement and Coarse sand of 2.25 F.M. mortar 1:4 in single coat on fair side of single or half brick wall surface including internal rounded angles, chamfers no exceeding 80 mm in girth and finished even and smooth. (PWD SI.No-17.58)SOR 2020
970
189150
195
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15 mm thick plaster with cement and Coarse sand of 2.25 F.M. mortar 1:4 in single coat on fair side of single or half brick wall surface including internal rounded angles, chamfers no exceeding 80 mm in girth and finished even and smooth. (PWD SI.No-17.58) SOR 2020
820
186140
227
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Finishing walls with water proof cement paint (snocem)
720
61200
85
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Painting or Varnishing on iron works in small areas or new wood work with one coat of ready mix priming paint and two coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all material Labour & T&P etc. required for proper complete of work paint to be used should confirm to the ISI no 103 1950. (PWD SI.No-641+642) SOR 2020
18
1854
103
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E/W in Cutting or in embankment in ordinary soil excavation to be done in form of regular pits not exceeding 1/2 m in depth and work embankment to be in 20cm layers including ramming and dressing the surface to required level and slopes and also including 1.5 m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with 30m distance as directed by the with 5km cartage with royality (SI No. 253A) including 5.0 km cartage , cast of earth SOR 2020
3350
946375
282.5
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Mild steel or Iron Work in heavy size such as built-up gates
300
35100
117
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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. (analysis rate)
-
-
-
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(a) 0.00-1.50 m Below GL
1053
160056
152
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(b)1.50-3.00m Below GL
490
99960
204
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(c)3.00-4.50m Below GL
41
10496
256
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Providing and fix close timbering in to excavated trecch consisting 4 cm thick sal wood planks for poling boards of 12.50 cm x 7.50 indian sal wood walers and 100 mm dia sal ballies for struts at 1.50m. c/c including removal after laying sewer . (Dismentalled material will be the property of the contractor and both side of trench will be taken as one side for the purpose of payment & measurment.
-
-
-
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(a) 1.50-3.00 m
375
48375
129
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(b) 3.00-4.50 m
32
4608
144
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Supply & stacking of ISI Marked class RCC Hume pipe of following dia with collar at site with cartage including loading, unloading complete in all respect. (analysis rate)
-
-
-
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(a) 300 mm dia N.P -2
271
138210
510
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(b) 250 mm dia N.P -2
540
207900
385
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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 . (analysis rate)
-
-
-
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a:- 300mm dia
271
97560
360
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d:- 250 mm dia
540
159300
295
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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) (analysis rate)
36
909000
25250
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Construction of 0.60 x0.60x1.50m internal size connecting chamber as per standard design and specification of KDA & including 15 cm thick cement concrete 1:4:8 base & channel, 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 18 mm square M.S bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre 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) (analysis rate)
99
920700
9300
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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. (analysis rate)
40
420000
10500
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Addition / subtraction of Masonry shaft 0.60 x 0.60 mtr. size as per slandered design &specification of KDA having one brick work in 1:4 cement & coarse sand 12 mm thick plaster in 1:4 cement & coarse sand mortar with neat 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. (analysis rate)
90
382500
4250
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Supply & stacking of150MM dia 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. (analysis rate)
198
54450
275
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Carting laying & Jointing of 150mm 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 . (analysis rate)
198
43956
222
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Construction of 1.00 x1.20x1.20m internal size sluice valve, air valve and fire hydrant as per standard design and specification of KDA & including 15 cm thick cement concrete 1:4:8 base & channel, 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 with 15 cm thick RCC cover complete as per of Engineer in charge of work . (analysis rate)
-
-
-
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(a)01.00x1.20x1.20 M
4
82000
20500
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Supply,Laying ,Jointing ,testing and commissioning of ISI marked H.P.D.E. pipes (PE 80)as per IS:4984,including transportation upto the site, jointing by Butt welding, providing and fixing all fittings i.e. bends, tees, couplers, junctions tapers reducers, adopters, end caps, flanges with nut and bolts for fixing of appurtenances complete in all respects. The fittings shall have the pressure rating of 1.5 times of the pipe upto 110 mm dia pipe will be suppplied in coils only. The testing of pipe will have to be done at 1.5 times of the pipe rating for 2 hours. (The excavatin will be under seperate item ) ( Make : Relince/ Duraline/ Supreme/ Jain ) ( PN6)
-
-
-
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110 mm OD (PN6)
946
756800
800
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supply & laying of 20 mm dia G.I. pipe for water connection in all respect.
792
199584
252
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