Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Eprocure
Opening Date13 Jul 2021
Closing Date22 Jul 2021
Tender AmountRefer Documents
Costs
EMD
₹ 2,09,000Document Cost
₹ 2,230Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_GNIDA_603100_10Bid Award Id
ViewTender No
GM/ENGIN./2021/247 DTD. 07.07.2021Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Carriage/disposal of earth/material by mechanical transport including loading, unloading and stacking. (AR/GNIDA). Earth:
-
-
-
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Lead upto 2.0 Km.
5950.66
-
61.4
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Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). (DSR-13/16.2/P-262)
1712.45
-
9.3
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. (DSR-13/16.1/P-262)
3424.9
-
73.55
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Supplying and stacking at site:
-
-
-
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90 mm to 45 mm size stone aggregate (AR/GNIDA)
436.24
-
1147.55
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63 mm to 45 mm size stone aggregate (AR/GNIDA)
306.43
-
1205.6
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53 mm to 22.4 mm size stone aggregate (AR/GNIDA)
306.43
-
1263.7
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Supplying and stacking of moorum at site (AR/GNIDA)
61.29
-
809.7
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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 tonne in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate watering and compacting to the required density. (DSR-13/16.4/P-262)
1049.09
-
388.85
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Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With bricks of class designation-150 (DSR-13/16.7.1/P-262)
1181
-
126.75
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Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
-
-
-
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Depth from 0.0 to 1.5 M below G.L.
58.14
-
109.26
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Providing and laying of following dia ISI RCC hume pipe S&S NP-3 class & specials in site of work lowering the same into trenches in depth upto 1.50m below G.L. true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe. (A.R./GNIDA)
-
-
-
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250mm dia NP-3 pipe
144
-
443.24
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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 specifications. (MORTH-502/AR/GNIDA)
-
-
-
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On granular base such as WBM and WMM surface with 7.5kg of bitumen for 10 Sqm
3312.71
-
40.18
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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 @ 5.0 per cent of mix and filler transporting the hot mix to work site, laying with hydrostatic 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)
-
-
-
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25mm compacted thickness with bitumen penetration of CRMB-55 @ 5% by weight of total mix.
3312.71
-
225.15
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Part-B (Drain work)
-
-
-
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Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
-
-
-
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Depth from 0.0 to 1.5 M below G.L.
209.52
-
109.26
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
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1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). (DSR-13/4.1.8/P-85)
104.76
-
3920.65
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level: (Cast-in-Situ)
-
-
-
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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). (DSR-13/5.1.2/P-96)
288.9
-
5552.25
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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.
-
-
-
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Thermo-mechanically treated bars/Cold twisted bars. (DSR-13/5.22.6/P-99)
34017.98
-
66.5
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Centring and shuttering including strutting, propping etc. and removal of form for:
-
-
-
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Foundations, footings, bases of columns, etc. for mass concrete. (DSR-13/5.9.1/P-97)
384.12
-
186.4
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Wall (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (DSR-13/5.9.2/P-97)
1866.06
-
335.4
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Providing & fixing in cement mortar 1:6 (1 cement : 6 fine sand) red sand stone slabs 30mm thick over Drain (A.R.GNIDA)
25.78
-
173.9
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. (AR/GNIDA)
41.9
-
54.03
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Part-C (Sewerage System)
-
-
-
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Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
-
-
-
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Depth from 0.0 to 1.5 M below G.L.
292.79
-
109.26
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. (AR/GNIDA)
277.7
-
54.03
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Supply of ISI marked RCC S&S NP-2 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings. (AR/GNIDA)
-
-
-
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250 mm dia NP-2 pipe
423.07
-
303.42
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Laying of NP-2 RCC S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 coarse sand) including testing of joints etc. complete. (AR/GNIDA)
-
-
-
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250 mm dia NP-2 pipe
423.07
-
90
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Supply of ISI marked RCC S&S NP-3 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings. (AR/GNIDA)
-
-
-
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250 mm dia NP-3 pipe
108.17
-
347.48
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Laying of NP-3 RCC S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 coarse sand) including testing of joints etc. complete. (AR/GNIDA)
-
-
-
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250 mm dia NP-3 pipe
108.17
-
93
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Supply of ISI marked RCC S&S NP-2 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings. (AR/GNIDA)
-
-
-
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150 mm dia NP-2 pipe
144
-
217.7
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Laying of NP-2 RCC S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 coarse sand) including testing of joints etc. complete. (AR/GNIDA)
-
-
-
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150 mm dia NP-2 pipe
144
-
60
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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. (AR/GNIDA)
-
-
-
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250mm dia NP-2 concrete cradle
423.07
-
266.5
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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-3 pipe of following diameter including centring shuttering but excluding excavation. (AR/GNIDA)
-
-
-
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250mm dia NP-3 concrete cradle
108.17
-
252.9
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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. (AR/GNIDA)
-
-
-
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150mm dia NP-2 concrete cradle
129.6
-
217.7
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Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 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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-
-
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0.91m deep with S.F.R.C. 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 all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately):
-
-
-
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With bricks of class designation-150 (DSR-13/19.9.1.1/P-352)
36
-
8241.55
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Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m: With bricks of class designation-150 (DSR-13/19.10.1/P-352)
5.19
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4698.4
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Constructing masonry chamber 60x60x75 cm. inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. 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), i/c 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.
-
-
-
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With bricks of class designation-150 (DSR-13/18.36.1/P-325)
36
-
6140.5
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Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete:
-
-
-
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150mm dia (DSR-13/19.34.2/P-357)
36
-
383.25
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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 (1 cement : 6 coarse sand) (DSR-13/6.1.2/P-111)
2
-
4646.5
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12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-13/13.4.2/P-222)
25
-
142.25
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
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1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). (DSR-13/4.1.3/P-85)
1
-
4921.7
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Providing RCC spun vent shaft with cowl 140mm and 200mm internal and external dia respectively at top 300 and 450mm internal and external dia respectively at bottom and 910m overall length. Bottom 1.25m below ground level fixed in a pit 90x90cm x150cm with cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20mm nominal size) 25cm in bed and minimum 20cm alround with top 15cm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) junction of vent shaft and concrete grouted with cement mortar 1:1 (1 cement : 1 fine sand) including making connection with sewer manhole with 150mm diameter cement concrete pipe of required length complete as per standard design. (AR/GNIDA)
2
-
9997.7
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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mm x 25mm and over all minimum length 263 mm and width as 165 mm 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 20mm nominal size) complete as per design.) (DSR-13/19.16/P-353-354)
108
-
295.2
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Part-D (Water Supply work)
-
-
-
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Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
-
-
-
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Depth from 0.0 to 1.5 M below G.L.
262.8
-
109.26
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Supply of PVC pipe (Finolex make ring fit) of following dia 6Kg/Cm2 including all specials & fittings etc. as required for proper completion of work (The contractor has to arrange the source of water and require head for testing). (AR/GNIDA)
-
-
-
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90 mm dia (O.D.)
550
-
214.3
... More
110 mm dia (O.D.)
180
-
313.9
... More
Laying, jointing and testing of PVC pipe (Finolex make ring fit) of following dia 6Kg/Cm2 including all specials & fittings etc. as required for proper completion of work (The contractor has to arrange the source of water and require head for testing). (AR/GNIDA)
-
-
-
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90 mm dia (O.D.)
550
-
18
... More
110 mm dia (O.D.)
180
-
19.31
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. (AR/GNIDA)
262.8
-
54.03
... More
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-13/18.12.1/P-320)
90
-
156.6
... More
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 nominal bore (DSR-13/18.46.1/P-327)
36
-
155.65
... More
Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main:
-
-
-
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15 mm nominal bore (DSR-13/18.20.1/P-322)
36
-
242.2
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Constructing masonry chamber 60x60x75 cm. inside, in bricks work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c 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) 12mm thick finished with a floating coat of neat cement complete as per standard design:
-
-
-
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With bricks of class designation-150 (DSR-13/18.33.1/P-324)
10
-
6441.05
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Add labour cess @ 1% on all above items
10303907.41
-
0.01
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