Kanpur Development Authority Tender
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Kanpur Development Authority - KDA Tender
Eprocure
Opening Date29 Aug 2018
Closing Date11 Sep 2018
Tender Amount₹ 59,05,000
Costs
EMD
₹ 1,18,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_UPKDA_231293_2Bid Award Id
ViewTender No
09/AA2/KDA/18-19Tender Authority
Kanpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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)
60
270000
4500
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)
210
27300
130
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)
10
61000
6100
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)
4
28364
7091
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
27500
5500
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
1760
281600
160
(b)1.50-3.00m Below GL
1310
262000
200
(c)3.00-4.50m Below GL
430
94944
220.8
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
1600
448000
280
(b) 3.00-6.00 m
270
75600
280
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)
-
-
-
(b)1.50-3.00m Below GL
20
120098
6004.9
(c)3.00-4.50m Below GL
70
436667
6238.1
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)
-
-
-
(B) 450 mm dia N.P -2
500
387500
775
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:- 450 mm dia 1.50-3.00m Below G.L 295.0+3%
98
43404
442.9
B:- 450 mm dia 3.00 - 4.50m Below G.L 295.0+7%
400
184000
460
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)
25
631250
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)
10
93000
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)
42
441000
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)
18
76500
4250
Road Work
-
-
-
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 (SI No. 253A SOR 2015)
325
30875
95
Sand filling in road portion including supply of all material & Labour T&P compete In all respect. (Ch-1 sn-7(b)+255 SOR 2015)
140
84700
605
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.
270
761400
2820
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.
105
328125
3125
Providing and applying priming coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying emulsion @ 0.75 KG per sqm. using mechanical means . MORTH 502.
450
11970
26.6
Providing and applying Tack coat with bitumen emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom MORTH 503.
900
8820
9.8
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
25
162500
6500
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
12
95520
7960
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)
400
267800
669.5
Brick on edging on side of the road with first class 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)
184
22448
122
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