Kanpur Development Authority Tender
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Kanpur Development Authority - KDA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date1 Aug 2022
Closing Date30 Aug 2022
Tender Amount₹ 14,96,30,605
Costs
EMD
₹ 29,93,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPKDA_718852_1Bid Award Id
ViewTender No
04/AA2/KDA/2022-23Tender Authority
Kanpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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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 E/I (SI o. 253A) (In filling)
35650
-
115
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Cartage of earth for embankment upto 12.0 km from site
16437
-
229.2
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Machanical compaction of excvated road surface( DSR 16.1/2018)
16437
-
35
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stablization of blanket course 225mm thick composed of coarse / medium sand with pl 6 % up to CBR value 10 % in road portion including supply of all material & Labour T&P compete In all respect. (Ch-1 sn-7(b))
5086
-
875
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Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared 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.
8590
-
3225
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Providing, laying spreading and compacting graded stone aggregate to wet mix macadam 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 archive the desired density. Morth 406.
5651
-
3390
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Providing and applying priming coat with bitumen VG-10 on prepared surface of granular base including cleaning of road surface and spraying VG-10 @ 0.75 KG per sqm. using mechanical means . MORTH 502.
16190
-
30.4
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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.
32380
-
10.9
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Providing and laying 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 @ 3.4% 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 504
810
-
7300
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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% of VG-30 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 508
405
-
8890
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Brick on edging on both side of the road with M-150 bricks 23 cm deep and 12cm wide laid in mud mortar including supply of all material labour T&P etc. complete in all respect as per direction of E/I (Analysis rate)
3210
-
175.4
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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)
6555
-
820
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Drain
-
-
-
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Earthwork: Excavation in foundation etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation as directed by Engineer- in- charge with lead of 50 m . (PWD SI No-251)
4018
-
130
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Providing and laying in cement concrete in 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 S.I No- 281)
501
-
5600
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1 :1.5:3 Rcc in raft foundation
938
-
7800
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1:1.5:3 RCC IN WALL
1623
-
8250
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1:1.5:3 RCC in slab including all complete
112
-
8250
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Ms (tor or plain) in plain RCC /RB
2519
-
6230
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SEWER LINE
-
-
-
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Earthwork: Excavation in foundation etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation as directed by Engineer- in- charge with lead of 50 m . (PWD SI No-251)
-
-
-
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0.00- 1.50MT B.G.L.
4940
-
215
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1.5-3.0 MT B.G.L.
1663
-
269
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Providing and laying in cement concrete in 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 S.I No- 281)
231
-
5600
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Supply & stacking of ISI Marked classfollowing DIA RCC Hume pipe of following dia with collar at site with cartage including loading, unloading complete in all respect. (analysis rate)sanction in pmay
-
-
-
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250 mm dia
1890
-
385
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300 mm dia
1350
-
510
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150 mm dia ( for house connection)
1260
-
275
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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 . (Sanctioned rate) Including cost of pipe Quantity same as above item
-
-
-
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250 mm dia
1890
-
315
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300 mm dia
1350
-
285
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150 mm dia ( for house connection)
1260
-
237
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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)
280
-
12600
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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.
30
-
4640
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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)
145
-
34900
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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.
30
-
11552
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Water Supply
-
-
-
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Earthwork: Excavation in foundation etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation as directed by Engineer- in- charge with lead of 50 m . (PWD SI No-251)
3350
-
130
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Supply, Laying & Jointing of follwing dia D.I . pipe
-
-
-
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100mm dia
1321
-
952
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150mm dia
1200
-
1359
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200mm dia
1200
-
1674
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Providing and fixing of follwing dia C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) (DSR 2016- 18.31.3.1)
-
-
-
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100 mm dia (DSR 2016- 18.31.3.1)
10
-
3280
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150 mm dia (DSR 2016- 18.31.3.1)
8
-
4840
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200 mm dia (DSR 2016- 18.31.4.1)
2
-
9549
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Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 18.13.1 25 to 40 mm nominal bore
292
-
254
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Supply and Jointing 20 mm Dia CPVC pipe all complete Chapter 19 Misslenious N.S. 6(House connection)
1752
-
225
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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)
19
-
12600
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Providing and laying DI specials of class - K12 suitable for push and joint as per IS:9523 DSR 18.68.1
120
-
14667
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Supply and fixing CI air valve 80 mm dia DSR 18.59.2
4
-
3130.5
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providing push on joints for DI pipes of following dia
-
-
-
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100 mm dia DSR 18.70.1
1300
-
56
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150 mm dia DSR 18.70.2
200
-
84
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200 mm dia DSR 18.70.3
195
-
130
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PARK CONSTRUCTION
-
-
-
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Earthwork: Excavation in foundation etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation as directed by Engineer- in- charge with lead of 50 m . (PWD SI No-251)
645
-
130
... More
Providing and laying in cement concrete in 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 S.I No- 281)
116
-
5600
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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 RAFT 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)
198
-
7800
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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) 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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Column PWD SI 289/2020
31
-
8700
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Lighter Beam(PWD SI 285/2020)
227
-
8250
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1:1½:3 R CC slab ( entry gate)
5
-
8250
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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)
362
-
6230
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Brick work 1:4 cement & Coarse sand mortar PWD SOR 305
326
-
4850
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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 rough 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)
3043
-
178.3
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Fabrication and MS Grill 502 II PWD SOR 2020
560
-
62
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Finishing walls with premium Acrylic Smooth exterior paint with silicone additive of required shade :13.46.1New work (Two or more coat applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm) DSR/16/13.46.1 with BIRLA PUTTY ONE COAT
3138
-
112
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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)
4410
-
88
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1:2:4 CC in cement corse sand and 20mm gauge stone grit including all complete.( SOR NO.-279A/2020)
0.67
-
6900
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