Kanpur Development Authority Tender
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Kanpur Development Authority - KDA Tender
Civil And Construction
Eprocure
Opening Date8 Feb 2024
Closing Date29 Feb 2024
Tender Amount₹ 2,20,26,297
Costs
EMD
₹ 4,41,000Document Cost
₹ 8,260Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPKDA_892700_1Bid Award Id
ViewTender No
17/AA-III/KDA/22-23Tender Authority
Kanpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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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.
960
3096000
3225
... More
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.
110
372900
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.
1020
31008
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.
3187
34738
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
81
591300
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 CRMB - 55 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
41
364490
8890
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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)
2857
2342740
820
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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)
260
46540
179
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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)
1000
245500
245.5
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DRAIN WORK
-
-
-
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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)
510
66300
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- 4.1.8)
149
842744
5656
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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
126
982800
7800
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WALL
218
1896600
8700
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SLAB
19
156750
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)
357
2206260
6180
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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)
28
193200
6900
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PARK WORK
-
-
-
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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)
44
5720
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)
19
107464
5656
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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 2022
88
557568
6336
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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 lighter beams having span upto 6m including bending of reinforcement and binding with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete.
6
49500
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)
5
30900
6180
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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)
23
118220
5140
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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)
228
40652
178.3
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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 2022
191
35908
188
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Mild Steel or Iron Work of small Size and sections such as holding down bolts,holdfast,tie rods,grating,etc( when not included in an overall rates ) wrought to required shape as necessary for bending etc including supply of steel and its wastage including cost of bolts,nuts if required for and welding,grinding and making holes as required for completion of work S.I.No 602 (ii) SOR 2020
2810
174220
62
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Finishing walls with premium Acrylic Smooth exterior paint with cilicone 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(92.3+82.83)
419
46928
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)
227
19976
88
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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 8.0 km cartage , cast of earth
100
24550
245.5
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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)
4
27600
6900
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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.
18
58050
3225
... More
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)
180
147600
820
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Laying of 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. (analysis rate)
-
-
-
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(a) 0.00-1.50 m Below GL
1913
248690
130
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(b)1.50-3.00m Below GL
-
-
-
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Providing and fix open 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) 0.00-3.00 m
-
-
-
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Casting of credle cement concrete 4 cm gauge approved stone ballast coarse sand & cement in proportion of 4:2:1 including supply of all material labour T & P etc required for proper completion of work for saddle pillar. (SI No-281)SOR 2020
-
-
-
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A 0.0 -1.50 M Below G L
94
648600
6900
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B1.50 -3.0 M Below G L
-
-
-
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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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250 mm dia N.P -2
850
327250
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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250 mm dia 0-1.50m Below G.L
850
250750
295
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d:- 250 mm dia 1.50-3.00m Below G.L
-
-
-
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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)
75
1893750
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)
50
465000
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)
20
210000
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)
20
85000
4250
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Installation of 5 HP Diesel pump set for Dewatering including hire charges of pump and operator , fuel etc
10
6072
607.2
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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)
1175
323125
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)
1175
268252
228.3
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Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :
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-
-
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(a) Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation M-150 (Chapter-25 PWD SI. No-19.3.1
235
746125
3175
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Water Main Part-B
-
-
-
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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)
593
77090
130
... More
Providing and laying of following dia Ductile Iron Pipe K-7 with Carting
-
-
-
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100 mm dia
790
719769
911.1
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Supply & Stacking Carting & fixing CID joint over AC presure pipe or special at site as per direction of Engg. in Charge of work all complete DSR 18.31
-
-
-
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100 mm dia
15
4171
278.07
... More
Supply, stacking and fixing of DI specials suitable different dia of class 10 AC pressure pipe at site of work.DSR No 18.68 2019
3
43963
14654.6
... More
S/F of ISI approved piller type F.H with 65 mm brass outlet duck foot band 80 mm NBF/Socket Tail piea confirming of 908/75 light Duty
1
2624
2624.79
... More
Supply/fixing of Air valve of app. Type ISI approved at site/store.
1
4401
4401.58
... More
Supply and fixing of following size sluice valve with C/L/jointing ISI approved double finaged confirming to IS 780/84 class PN-1
-
-
-
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(d) 100 mm dia
2
5577
2788.9
... More
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
3
61500
20500
... More
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :
-
-
-
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100 mm dia as per D.S.R item no. 18.70.1
150
8685
57.9
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