Kanpur Development Authority Tender
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Kanpur Development Authority - KDA Tender
Eprocure
Opening Date27 Mar 2021
Closing Date17 Apr 2021
Tender Amount₹ 17,75,93,408
Costs
EMD
₹ 35,52,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UPKDA_577756_1Bid Award Id
ViewTender No
96/EE4/KDA/20-21Tender Authority
Kanpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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.
6720
-
3225
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.
6630
-
3390
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.
29040
-
50.5
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.
58080
-
10.9
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
1437
-
7300
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
719
-
8890
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)
9040
-
820
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)
9080
-
179
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)
54
-
5600
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)
-
-
-
RAFT
44
-
7800
WALL
81
-
8700
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)
88
-
6180
Drain Work
-
-
-
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)
3650
-
130
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)
857
-
5600
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)
-
-
-
RAFT
680
-
7800
WALL
1343
-
8700
SLAB
76
-
8250
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)
1650
-
6180
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)
143
-
6900
Park Work
-
-
-
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) SOR 2020
952
-
130
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) SOR 2020
333
-
5600
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
1456
-
4850
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. (Analysis rate) SOR 2020
17
-
8250
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) SOR 2020
14
-
6180
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
28
-
5140
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
2710
-
178.3
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
2632
-
188
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
10404
-
62
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)
5342
-
136
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
491
-
88
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 SOR 2020
4210
-
298.5
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)SOR 2020
55
-
6900
Lettering with Black Japan paint of approved brand and manufacture D.S.R.2019 13.71
15750
-
2.4
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.
69
-
3225
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)
690
-
820
Laying of sewer line
-
-
-
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)
-
-
-
(a) 0.00-1.50 m Below GL
12453
-
215
(b)1.50-3.00m Below GL
4983
-
269
(c)3.00-4.50m Below GL
2340
-
338
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.
-
-
-
(a) 0.00-3.00 m
1851
-
290
(b) 3.00-6.00 m
10452
-
290
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
-
-
-
A 0.0 -1.50 M Below G L
222
-
6900
B1.50 -3.0 M Below G L
131
-
6969
C3.0 -4.50 M Below G L
184
-
7038.69
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)
-
-
-
(a) 600 mm dia N.P -3
120
-
2300
(a) 450 mm dia N.P -2
1170
-
775
(b) 300 mm dia N.P -2
680
-
510
(c) 250 mm dia N.P -2
2285
-
385
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)
-
-
-
(a) 600 mm dia 3.0 - 4.50 m Below G L
120
-
567
(a) 450 mm dia 3.0 - 4.50 m Below G L
1170
-
460
a:- 300mm dia 0.0-1.50m Below G.L
200
-
360
b:- 300 mm dia 1.50-3.00m Below G.L
480
-
370.8
c:- 250 mm dia 0-1.50m Below G.L
1665
-
295
d:- 250 mm dia 1.50-3.00m Below G.L
620
-
303
Construction Brick masonery circuler manhole 1.50m internal dia with brick in cement morter 1:4 (I cement :4 coarese Sand ) insite cement plaster 20mm think with cement mortae 1:3 ( I Cement :3 Coarse Sand ) with meat cement finised , foundation concreat 1:4:8 mix ( I Cement : coares :8 agraded stone aggreagate 40mm nominal size ) and making nacessary channale in cement concrete 1:2:4 ( i cement :2 coarese :4graded stone aggregate 20mm nominal size ) finised with a floating coat a neat cement, including timbring excavation CI foot rest ( not less than 4kg in weight ) etc. all compleate as per standerd desingn & drawing 3.00m deep with S.F.R.C. cover and frame ( heavy duty HD-20 grade designaion ) 4560mm internal dia meter conforming ot IS 12592 total weight of cover and frame to be not less than 182kg. fixed in cement concrete 1:2:4 incliding centering shuttring all complete as per Jal Nigam Desigen up to 4.80m depth.
60
-
90300
Addition / subtraction depth for circular type manhole 1.50m internal dia. With brickwork. Analysis for rate and specification.
95
-
21000
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)
160
-
25250
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)
455
-
9300
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)
240
-
10500
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)
98
-
4250
Installation of 5 HP Diesel pump set for Dewatering including hire charges of pump and operator , fuel etc
30
-
660
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)
1575
-
275
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)
1575
-
222
Water Main Part-B
-
-
-
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)
244
-
130
Providing and laying of following dia Ductile Iron Pipe K-7 with Carting
-
-
-
(a) 250 mm dia
55
-
2060
(b) 200 mm dia
70
-
1600
(c) 150 mm dia
90
-
1273
(d) 100 mm dia
110
-
910
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
-
-
-
(a) 250 mm dia
5
-
876.99
(b) 200 mm dia
5
-
649.29
(c) 150 mm dia
10
-
445.28
(d) 100 mm dia
15
-
278.07
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
25
-
14654
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
2
-
2624.79
Supply/fixing of Air valve of app. Type ISI approved at site/store.
2
-
4401.58
Supply and fixing of following size sluice valve with C/L/jointing ISI approved double finaged confirming to IS 780/84 class PN-1
-
-
-
(a) 250 mm dia
1
-
12650
(b) 200 mm dia
4
-
8630
(c) 150 mm dia
8
-
4180
(d) 100 mm dia
12
-
2780
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)
-
-
-
(a)01.00x1.20x1.20 M
25
-
20500
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :
-
-
-
250 mm dia as per D.S.R item no. 18.70.4
10
-
164
200 mm dia as per D.S.R item no 18.70.3
12
-
141
150 mm dia as per D.S.R item no 18.70.2
15
-
89
100 mm dia as per D.S.R item no. 18.70.1
20
-
57
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)
-
-
-
63 mm OD (PN6)
440
-
246
90 mm OD (PN6)
1945
-
460
110 mm OD (PN6)
1950
-
800
160 mm OD (PN6)
780
-
1330
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