Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Eprocure
Opening Date19 Jun 2024
Closing DateCancelled
Tender Amount₹ 1,31,87,113
Costs
EMD
₹ 2,64,000Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GNIDA_930284_12Tender No
SM/(E-TENDER CELL)/2024/515 DATED-14.06.2024Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
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Documents
BOQ Items
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extra for compaction
1755.23
289279
164.81
... More
Supplying and stacking at site
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-
-
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90mm To 45 mm size stone aggregate
447.13
1178071
2634.74
... More
63mm To 45 mm size stone aggregate
314.08
844300
2688.17
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53mm To 22.4 mm size stone aggregate
365.01
1004525
2752.05
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Supplying and stacking at site Moorum
80.3
219311
2731.15
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Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonned in stages to proper grade and camber, applying and brooming requisite type of scrapping/binding material to fill up interstices of coarse aggregate watering and compacting to the required density. DSR-18/A.R./16.4
1126.23
472329
419.39
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Brick edging in full brick width and half brick depth including excavation . Refilling and disposal of surplus earth lead up to 50 meters.
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-
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With F.P.S. bricks of class designation 150
1234.71
195318
158.19
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Providing and applying tack coat on the prepared surface, heating bitumen in boiler and spraying the bitumen of 80/100 with spray set fitted on bitumen boiler including cleaning, preparing the existing road surface as per specification(MORTH-502/AR/GNIDA)
3395.45
141692
41.73
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Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder CRMB -55 @ 5 per cent of mix and filler, transporting the hot mix to work site, laying with hydrostatics paver 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 MORTH specification clause 508 complete in all respects.(MORTH/508)(A.R./GNIDA)
3395.45
676781
199.32
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PART B - SEWERAGE SYSTEM
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-
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Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches. (UPPWD/SOR-2020/251(a))
765.84
72754
95
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Supply of ISI marked R.C.C. NP-3 pipes of following sizes including carting,loading,unloading,at godown,including all taxes and levies & rubber rings.
250mm dia NP-3 PIPE
48
15984
333.01
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Laying NP-3 R.C.C. S&S pipes jointed with stiff mixture cement mortar in proportion of 1:2 (1cement: 2 fine sand) including testing of joints etc.
250mm dia NP-3 PIPE
48
6923
144.24
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Supply of ISI marked R.C.C. NP-2 pipes of following sizes including carting,loading,unloading,at godown,including all taxes and levies & rubber rings.
250mm dia NP-2 PIPE
838.5
243819
290.78
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Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 2 pipe of following diameter including centring shuttering but excluding excavation as per approved
250mm dia NP-2 PIPE
827
264474
319.8
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Laying NP-2 R.C.C. S&S pipes jointed with stiff mixture cement mortar in proportion of 1:2 (1cement: 2 fine sand) including testing of joints etc.
250mm dia NP-2 PIPE
838.5
100485
119.84
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Supply of ISI marked R.C.C. NP-2 pipes of following sizes including carting,loading,unloading,at godown,including all taxes and levies & rubber rings.
150mm dia NP-2 PIPE
184
38387
208.63
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Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 2 pipe of following diameter including centring shuttering but excluding excavation as per approved
250mm dia NP-2 PIPE
162.84
52077
319.8
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Laying NP-2 R.C.C. S&S pipes jointed with stiff mixture cement mortar in proportion of 1:2 (1cement: 2 fine sand) including testing of joints etc.
150mm dia NP-2 PIPE
184
13952
75.83
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Constructing brick masonary circular type manhole 0.91m internal dia at bottom and 0.56m dia at top with 100 class designation FPS bricks in cement mortar 1:4 (1 cement : 4 coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design.
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0.91m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182 Kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete. SOR
25
238481
9539.27
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Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 1.68 m to 2.29 m :With common burnt clay F.P.S. (non modular) bricks of class designation 150
20
97801
4890.07
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Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.l. surface box 350x350 mm. top and 165 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design:
With F.P.S. bricks
46
309267
6723.2
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P/L S.W. intercepting trap in manholes with stiff mixture of cement mortar 1 : 1. (1 cement : 1 fine sand).
150 mm dia
46
17534
381.19
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Brick work with bricks of Class designation 150 in foundation and plinth in.
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-
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Cement mortar 1:6 ( 1cement : 6 Coarse sand)
8
39600
4950
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12 mm cement plaster of mix
-
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-
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1:6 (1 cement: 6 coarse sand)
DSR-18/Item Code: 13.4.2/A.R
80
13184
164.81
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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. DSR-18/AR
138
42559
308.4
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PART- C : DRAIN WORK
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-
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Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches. (UPPWD/SOR-2020/251(a))
882.16
83805
95
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Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-2020/281)
139.78
813519
5820
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Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & manual placing .
154.79
1245126
8043.97
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (Sail Steel)
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-
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Cold twisted bars DSR-18/5.22A.3
15189.1
1475317
97.13
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Brick work with bricks of Class designation 150 in foundation and plinth in.
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-
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Cement mortar 1:6 ( 1cement : 6 Coarse sand)
173.17
857191
4950
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
-
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-
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1:2:4 ( 1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size)
28.85
201950
7000
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12 mm cement plaster of mix
-
-
-
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1:6 (1 cement: 6 coarse sand)
DSR-18/Item Code: 13.4.2
714.26
117717
164.81
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PART- D : WATER SUPPLY
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Providing and fixing uPVC Pipe (6.0 Kg. per Sqcm pressure) Kisan/Supreme Quality or Equivalent) including all uPVC fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
859.25
257809
300.04
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
-
-
-
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15 mm dia nominal bore (DSR-18/18.12.1) AR
184
31458
170.97
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Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
-
-
-
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15 mm dia nominal bore (DSR-18/18.46.1)AR
46
5911
128.51
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Providing and fixing brass ferul with C.I. mouth Cover including boring and taping the main
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-
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15 mm dia nominal bore (DSR-18/18.20.1)AR
46
11786
256.23
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Labour cess will be paid extra as per applicable
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-
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GST will be paid extra as per applicable
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Evaluation Notes How It Works ?
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