Kanpur Development Authority Tender
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Kanpur Development Authority - KDA Tender
Civil And Construction
Building Construction
Eprocure
Opening Date13 Nov 2024
Closing Date25 Nov 2024
Tender Amount₹ 56,01,959
Costs
EMD
₹ 1,13,000Document Cost
₹ 3,540Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPKDA_973777_1Bid Award Id
ViewTender No
43/AA-3/KDA/23-24Tender Authority
Kanpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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P/L/S & compacting graded stone aggregate to W. M. M.
80
3450
276000
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P/A priming coat with bitumen emulsion
532
42
22503.6
... More
P/A Tack coat with bitumen emulsion @ 0.25 Kg/sqm
1064
14
15747.2
... More
Providing and laying bituminous macadam
43
10500
451500
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Providing and laying semi dense bituminous concrete
22
12080
265760
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P/L of 80 mm. Thick C.C. pre rubber moulded Inter locking paver tiles
400
870
348000
... More
Brick on edging on side of the road with 1st class bricks 12 cm wide and 23 cm deep
280
179
50120
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Earthwork in cutting or in embankment in ordinary soil excavation to be done in farm of regular pit not exceeding 1/2 m in depth and work embankmen tto 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 8km. cartage with rayalty (S.I. No. 253A)
101
282
28532.5
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Part B ( 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 orexcavated earth into the trenches or into the space between the building and the sides of foundation as directed by E/I with lead of 50m. (PWD S.I. No. 251)
225
152
34200
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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)
30
5656
169680
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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
30
7473
224190
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WALL
60
8411
504660
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SLAB
45
8527
383715
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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)
159
7400
1176600
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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)
5
6643
33215
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PART- C (SEWER LINE WORK)
-
-
-
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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)
318
152
48336
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Length of 250mm ɸ (0.90+20/2=1.05)
-
-
-
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P.C.C with 4 cm gauge Stone Grit coarse sand & cement in proportion of 1:2:4
30
5656
169680
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(0.0 -1.50 M below GL)
-
-
-
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250mm ɸ
-
-
-
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Supply of R.C.C Hume pipe loading, unloading & All the texes
200
385
77000
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250mm ɸ NP2
-
-
-
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Carting laying & jointing of NP2 R.C.C Hume pipe
200
303
60600
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250mm ɸ NP2 ( 0.0 - 1.50 M below GL )
-
-
-
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Construction of 1.00 x1.20x1.50m internal size manhole as per standard design
6
25250
151500
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Construction of 0.60 x0.60x1.50m internal size connecting chamber as per standard design
10
9300
93000
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Addition / subtraction of Masonry shaft 1.00X1.20m size as per slandered design
2.7
10500
-28350
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Addition / subtraction of Masonry shaft 0.60 x 0.60 mtr. size as per slandered design
4.5
4250
-19125
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Installation of 5 HP Diesel pump set
5
660
3300
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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)
90
275
24750
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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)
90
222
19980
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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
34
3175
107950
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Making connection to main line.
1
1000
1000
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PART- E (WATER LINE WORK)
-
-
-
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Excavation for depth up to 1.50m below ground level for laying sewers
180
152
27360
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100 mm dia
-
-
-
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Providing and laying of following dia Ductile Iron Pipe K-7 with Carting
200
1121
224220
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100 mm dia
-
-
-
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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
10
278
2780.7
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100 mm dia
-
-
-
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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
200
171
34312
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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
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Supply/fixing of Air valve of app. Type ISI approved at site/store.
1
8214
8214.1
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Supply and fixing of following size sluice valve with C/L/jointing ISI approved double finaged confirming to IS 780/84 class PN-1
2
4097
8195.8
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100 mm dia
-
-
-
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Construction of 1.00 x1.20x1.20m internal size sluice valve, air valve and fire hydrant
2
20500
41000
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Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron100 mm dia as per D.S.R item no. 18.70.1
50
96
4807.5
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