Kanpur Development Authority Tender
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Kanpur Development Authority - KDA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date21 Nov 2022
Closing Date25 Nov 2022
Tender Amount₹ 3,34,78,000
Costs
EMD
₹ 6,70,000Document Cost
₹ 8,260Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPKDA_751560_1Bid Award Id
ViewTender No
138/EE4/KDA/2020-21Tender Authority
Kanpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Cartage of work including loading and unloading with cartage of 10Km complete all respect.
4012
-
257.2
Sand filling in road Portion including supply of material T&P complete. In all respect. Any s/f
1390
-
605
Construction of granular sub base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per clause 4-1 grade 1
1390
-
3225
Providing, laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mecahnical mix plant carriage of mixed material by tipper to site, liying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
1042
-
3390
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means.
4630
-
50.5
Providing and Appling tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25kg/per sqm on the prepared bitumen/granular surface cleaned with mechanical broom.
4630
-
10.9
providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler ,transporting the hot mix to work site laying with a hydrostatic pavar finisher with sensor control to the required grade,level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H Specification clauses 507 complete in all respect
232
-
7300
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP providing an average output 75 Tonne per hour using crushed aggregates of specified grading premixed with bituminous binder, CRMB 5 per cent of mix and filler transport the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment roller with smooth wheeled vibratory and alignment and tendem rollers to achieved the desired compaction as per MORT & H specification complete in all respect. as per direction of E/I.
116
-
8890
Brick edging on both side of road 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.
2231
-
179
PARK
-
-
-
Earth work in excavation in trenches for foundation pipe cable in etcin ordinary soil (loam elay or sand ) including lift upto 1.5m lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i/c within a lead of 50m. S.I. No. 251
560
-
130
Providing & laying in cement concrete 10:5:1 of not less than strength of brick ballast (40mm normal size brick ballast) 6 approved fine sand :1cement and curing complete, including cost of form work in foundation and floors (SI No.274)
140
-
3250
Class-150 B/W in 1:4cement & coarse sand in foundation and plinth including supply of all material, labour and tool and plants etc. required proper completion of the work. SI no. 305
331
-
4850
RCC work with cement approved coarse sand and 2cm (3/4") gauge approved stone grit in the proportion 1:1½: 3 in R.C.C Column all complete. (Sl no. 289)
118.2
-
8700
RCC work with cement approved coarse sand and 2cm (3/4") gauge approved stone grit in the proportion 1:1½: 3 in R.C.C Plinth beam all complete. (Sl no. 7800+450)
24
-
8250
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work wrought to reinforced shape as necessary including bending for proper completion of work ( Sl No.504)
112
-
6180
Class-150 brick work in 1:4 cement and fine sand of 1:25 F.M. Mortar for one brick thick wall in the super structure. ( Sl no.305+309)
10
-
4810
Same as above but brick work 1:4 cement and coarse sand in half brick wall in super structure ( Sl no.305+310+310A) (4930+190+95)
126
-
5280
12 mm cement plaster in single cost 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 & coarse sand mortar
2930
-
178.3
Finishing Walls with two coat water proof cement paint of approved make and quality on new work with two coat to give 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
2930
-
55
DRAIN
-
-
-
Earth work in excavation in trenches for foundation pipe cable in etcin ordinary soil (loam elay or sand) including lift upto 1.5m lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i/c within a lead of 50m. S.I. No. 251
1400
-
130
Providing & laying in cement concrete 8:4:1 of not less than strength of brick ballast (40mm normal size brick ballast) 6 approved fine sand :1cement and curing complete, including cost of form work in foundation and floors (SI No. 275
164
-
3320
R.C.C work with cement approved coarse sand and 2 cm (3/4) gauge approved stone ballast in the proportion 1:2:4 in RAFT excluding supply of reinforcement and its bending the same with 24 B WG binding wire and necessary centering and shuttering etc. and also including supply of all material labours and tools and plants etc. required for proper completion of works. 287 20mm. stone aggregate (6950+400)
127.2
-
7350
R.C.C work with cement approved coarse sand and 2 cm (3/4) gauge approved stone ballast in the proportion 1:1½:3 in COLUMN excluding supply of reinforcement and its bending the same with 24 B WG binding wire and necessary centering and shuttering etc. and also including supply of all material labours and tools and plants etc. required for proper completion of works. 289
240.6
-
8700
R.C.C work with cement approved coarse sand and 2 cm (3/4) gauge approved stone ballast in the proportion 1:1½:3 in slab excluding supply of reinforcement and its bending the same with 24 B WG binding wire and necessary centering and shuttering etc. and also including supply of all material labours and tools and plants etc. required for proper completion of works. 284 (7800+450)
18.5
-
8250
Mild steel or iron work in plain work such as R.C.C. or R.B work (when not included in an overall rates) wrought to required shape as necessary including supply bending for proper completion of the work & including supply of steel its wastage bend hooks & authorized overlapping shall be measured.
305
-
6180
WATER MAIN
-
-
-
Excavation in foundation in ordinary soil (Loan,clay or sand)including lift upto 1.5 m & lead upto 30 m including refilling watering and dramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenche
660
-
130
Providing of all materials, carting from site store to the site of work, lowering into trenches true to the alignment, laying & jointing of full length S&S centrifugally cast ( Spun) DI k-9 pipes including supply and fixing EPDM rubber gasket confirming to IS:5382-1985 with testing of pipe line complete work. (DSR-2016/18.72 PAGE 323 TO 324)
-
-
-
150 mm dia
170
-
1273
100 mm dia
830
-
910
Supply and laying of D.I. k12 Specials suitable for flanged joints as per IS:9523-2000. DSR-2016, 7684 16.79.1
600
-
147.35
Supply and stacking and fixing of following size sluice value ISI approved double flanged confirming to IS 780/84 class PN 1 up to 200mm dia and above conferming to IS 290/84/
-
-
-
a) 150 mm dia/10
4
-
4610
b) 100 mm dia/10
4
-
3130.5
Construction of Sluice Valve Chamber as per standard design & specification of K.D.A. all complete with cover and frame
-
-
-
a) 0.60x0.60X1.10 upto 150mm dia
8
-
6950
Supply and stacking and fixing of ISI appvoved Piller type fire hydrent with 65 mm brass outlet duck foot bend 80mm ,NDF/ scoket tail piece confirming to 908/75
-
-
-
100 mm dia/10 (Light duty)
4
-
3279.37
Supply and fixing of Air Valve of approved type ISI approved at site/ store. With chamber
-
-
-
100 mm dia/10/150mm dia
2
-
5149
P/F 15mm dia B class ISI marked G.I. pipe complete with G.P. specials such as bends tdd socked cross clamps etc. E/W including filling the trench etc. required for proper completion of the work the rate also include supply of all mat. Labour, T&P etc. (880+15%+34) cpwd ch-21
1296
-
124
P/F 15mm dia brass ferrule include supply of all mat., lab., T&P etc. required for proper completion of the work and also including boring and taping the main pipe line. Cpwd ch-23
216
-
293
SEWER LINE
-
-
-
Excavation for depth up to 1.50m below fround level for laying sewers, manholes, gully pits, l chambers sumps etc. in ordinary soil (earth sand, loam and clay) including cutting of joint pites, triming, dessing, levelling, refilling of of trenches in 20cm, layers watering sand ramming tha same including removal of surplus earth or other dismantled material up to a distance of 50m from the center of trenches
-
-
-
0.00m to 1.50m below G.L
1332
-
215
1.50m to 3.00m below G.L
60
-
269
Providing & laying in cement concrete 1:2:4 of not less than strength of M 150 stone ballast (40mm normal size stone ballast) 4 approved coarse sand :1cement and curing complete, including cost of form work in foundation and floors (SI No. 2791).
-
-
-
0.00-1.50
35
-
6500
1.50-3.00
10
-
6695
Supply of NP2 R.C.C Hume pipe following dia complete with cost of material, cartege up to side store, loading, unloading & All the texes
-
-
-
250 mm dia NP2
580
-
385
300 mm dia NP2
160
-
510
Carting laying & jointing of NP3 R.C.C Hume pipe following dia in proper slope & alignment jointed with 1:2 cement and coarse sand with spun yarn including lowering of pipe into trench testing the same also including the placing the saddle etc. earth work below invent all complete R.C.C. pipe caller supplied at site by the contractor. (204+100)
-
-
-
250 mm dia NP2 (0-1.5 bgl)
580
-
315
300 mm dia NP2 (1.50-3.00 bgl)
160
-
395
Construction of Manhole of 1.20x1.00x1.50m size as per standard design & specification of K.D.A. & including consist base concrete 1:4:8 brick work cement plaster finished with neat cement including FERO cement cover fixing cement concrete as per directed by of E./I.
24
-
32200
Addition / subtraction of masonry shaft 1.00x 1.20m size as per standard design & specification of K.D.A. B/W in 1:4 cement & coarse sand 12mm plaster in 1:4 cement & coarse sand morter with neat cement finished & foot rest of 18mm dia as per directed by E/I all complete
7.2
-
10700
Construction of chamber size 0.60x0.60x1.50m size as per standard design & specification of K.D.A. & including consist base concrete 1:4:8 brick work 12cm thick plaster 1:4 cement & coarse sand with neat cement finished with including FERO cement cover fixing cement concrete as per directed of E./I.
20
-
11700
Addition / subtraction of masonry shaft 0.60x0.60m size as per standard design & specification of K.D.A. B/W in 1:4 cement & coarse sand 12mm plaster in 1:4 cement & coarse sand morter with neat cement finished & including 0.50 m long CI foot rest should be placed at 23cm. all complete
6
-
4300
Construction of inspection chamber of 0.45x0.45x0.60m internal size as per standard design & specification of K.D.A. & including with base concrete 1:4:8 brick work in 1:4 cement & coarse sand finished with neat cement covered with recover in including supply of all material labour T&P etc. all complete.
216
-
3221
Supply of NP2 R.C.C Hume pipe 150mm dia complete with cost of material, cartege up to side store, loading, unloading & All the texes
1080
-
275
Carting laying & jointing of NP2 R.C.C Hume pipe 150mm dia in proper slope & alignment jointed with 1:2 cement and coarse sand with squn yarn including lowering of pipe into trench testing the same also including the placing the saddle etc earth work below invent all complete R.C.C. pipe caller supplied at site by the contractor.
1080
-
237
EARTH FILLING IN DEEP PLOTS AND PARKS
-
-
-
Earth work in cutting or in embankment in ordinary soil (loam. Clay or sand) excavation to be done in the form of regular pits not exceeding ½ m depth and earth work in embankment to be in 20 cm layer including ramming and dressing the surface to levels and slope and also including 1.50 m lift and 30m lead. The earth from cutting to be used in marking embankment or to be deposited as spoil banks with in 30m dist. as per direction of E/I. no. 253A
9300
-
115
Cartage of work including loading and unloading with cartage of 10Km complete all respect.
9300
-
257.2
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