Kanpur Development Authority Tender
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Kanpur Development Authority - KDA Tender
Eprocure
Opening Date29 Nov 2018
Closing Date19 Dec 2018
Tender Amount₹ 94,47,923
Costs
EMD
₹ 1,89,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_UPKDA_278065_1Bid Award Id
ViewTender No
11/AA2/KDA/18-19Tender Authority
Kanpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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Class-150 brick work in 1:6 (1 cement : 6 fine sand ) in Foundation & Plinth including supply of all material, labour, T&P etc. required for proper completion of work . (PWD S.I No. 303+diff.)(4850+150)
12.8
52480
4100
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M-150 brick work in supply and stacking in 1:4 cement & coarse sand all complete. (S.I. 305+309)
45
213750
4750
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12 mm thick cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers. and/or rounded angles not exceeding 80 mm in girth & finished even & smooth. No extra for mixing any additive in 1:4 cement & fine sand mortar (SI N0 17.58ii/2018)
246
31980
130
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15 mm thick cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers. and/or rounded angles not exceeding 80 mm in girth & finished even & smooth. No extra for mixing any additive in 1:4 cement & fine sand mortar .(SI N0 17.59ii/2018)
243
35964
148
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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)
2
12200
6100
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Finishing wall with water proofing cement paint of approved make and quality on new work two coat to give an even shade. Including supply of all material, labour and T & P etc. required for proper completion of the work. SI No. 660
507
25857
51
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Part-B (Drain)
-
-
-
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Earthwork: Excavation in trenches for foundations,pipes cables etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m and drassing of sides and ramming of bottom disposal of surplus excavated earth as directed by Engineer- in- charge with lead of 50 m . (PWD SI No-251) (a) 0 to 1.5m
51
5610
110
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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)
13.5
64800
4800
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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)
53
238500
4500
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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.
2.8
19854
7091
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Mild steel (Tor steel or plain) or iron 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 of steel its wastage bend hooks and authorised overlapping shall be measured up to floor two level . (PWD S.I No- 504)
2.64
14520
5500
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Ruled pointing in 1:3 cement and Coarse sand mortar in all complete Item No NBO 17.116/2018(A)
201
29949
149
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Flush pointing with cement mortar 1:3 (1cement : 3 C. sand) all complete. Item no. 598 , (17.116/2018 (B))
95
13205
139
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Part-C (Sewer)
-
-
-
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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.
50
8000
160
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Supply & stacking of ISI Marked 250 mm dia N.P -2 class RCC Hume pipe of following dia with collar at site with cartage including loading, unloading complete in all respect.
99.2
38192
385
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Carting laying & Jointing of 250 mm dia 0-1.50m Below G.F (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 .
99.2
24800
250
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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)
18
167400
9300
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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.
2
8500
4250
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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)
6
123000
20500
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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.
1
10500
10500
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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) (A) 0.0 -1.50 M Below G L
12
69960
5830
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Part-D (Water Main)
-
-
-
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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.
60
9600
160
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Supply & stacking & fixing, Carting, Laying & Jointing of 110 mm dia O.D. 6kg/cm2 pressure P.V.C. pipe all complete.
110
35090
319
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Part-E (Road)
-
-
-
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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 (SI No. 253A)
1675
159125
95
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Sand filling in road portion including supply of all material & Labour T&P compete In all respect.
687
415635
605
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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.
578
1806250
3125
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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.
691
1948620
2820
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Dismentalling of C.C. paver tiles all complete.
300
17400
58
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Sale of old tiles to construction including all complete(item no 26 chapter)
9180
-183600
20
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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.
300
200850
669.5
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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
350
2254000
6440
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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
175
1370250
7830
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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.
2051
52915
25.8
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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.
13708
130226
9.5
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