Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Eprocure
Opening Date20 Aug 2018
Closing Date4 Sep 2018
Tender Amount₹ 3,22,95,356
Costs
EMD
₹ 6,46,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_GNIDA_240151_22Tender No
GM/PROJECT/2018/374 DATED 13.08.2018Tender 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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Lead upto 50M and lift upto 1.50M
58990.63
4193643
71.09
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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 5.0 Km.
58990.63
5653661
95.84
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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)
4216.95
39217
9.3
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Supplying and stacking at site:
-
-
-
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90 mm to 45 mm size stone aggregate (AR/GNIDA)
1074.25
1232755
1147.55
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63 mm to 45 mm size stone aggregate (AR/GNIDA)
754.58
909721
1205.6
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53 mm to 22.4 mm size stone aggregate (AR/GNIDA)
754.58
953562
1263.7
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Supplying and stacking of moorum at site (AR/GNIDA)
150.91
122191
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)
2583.4
1004555
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)
2908.24
368619
126.75
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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
8157.61
262675
32.2
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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.
8157.61
1691888
207.4
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Sewerage System: Part-B
-
-
-
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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.
4844.76
529338
109.26
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Depth from 1.5 to 3.0 M below G.L.
1577.57
214959
136.26
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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)
5330.1
287985
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
1678.78
509375
303.42
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300 mm dia NP-2 pipe
111.4
44639
400.71
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400 mm dia NP-2 pipe
886.8
458874
517.45
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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
1678.78
143233
85.32
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300 mm dia NP-2 pipe
111.4
10402
93.38
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400 mm dia NP-2 pipe
886.8
103001
116.15
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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
1637.38
436361
266.5
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300mm dia NP-2 concrete cradle
109.1
39090
358.3
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400mm dia NP-2 concrete cradle
870.7
447017
513.4
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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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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)
69
568666
8241.55
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Constructing brick masonry circular type manhole 1.22m 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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1.68m 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 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-13/19.11.1.1/P-352-353)
5
77622
15524.4
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Constructing brick masonry circular type manhole 1.52m 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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2.30m 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 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-13/19.13.1.1/P-353)
35
1162591
33216.9
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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)
24.63
115721
4698.4
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Extra depth for circular type manhole 1.52m internal dia (at bottom) beyond 2.30m: With bricks of class designation-150 (DSR-13/19.14.1/P-353)
10.85
157573
14522.9
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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
428
93175
217.7
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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
403.39
44735
110.9
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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
428
26784
62.58
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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)
107
689192
6441.05
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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)
4
39990
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)
273
80589
295.2
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Drain work: Part-C
-
-
-
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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.
2233.55
244037
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)
405.19
1588608
3920.65
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Brick work with bricks of class designation 150 in foundation and plinth in:
-
-
-
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Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-13/6.1.2/P-111)
962.99
4474533
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)
7070.11
1005723
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)
53.67
264147
4921.7
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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) (DSR-13/4.10/P-87)
1576.48
347771
220.6
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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)
23.49
130422
5552.25
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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)
46.7
8704
186.4
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Suspended floors, roofs, landings, balconies and access platform. (DSR-13/5.9.3/P-97)
30
11154
371.8
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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)
2765.95
183935
66.5
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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)
893.42
48271
54.03
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Water supply: Part-D
-
-
-
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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)
-
-
-
... More
Depth from 0.0 to 1.5 M below G.L.
1325.28
144800
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)
1192.75
64444
54.03
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Providing and fixing C.I. sluice valve (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately).
-
-
-
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80 mm diameter (AR/GNIDA)
3
8197
2732.62
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100 mm diameter: Class-II (DSR-13/18.31.1.2/P-324)
1
3895
3895.6
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Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately):
-
-
-
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80 mm dia (DSR-13/18.59.2/P-329)
1
6167
6167.1
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Providing, 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.)
1427.04
331515
232.31
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110 mm dia (O.D.)
340
113291
333.21
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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)
6
38646
6441.05
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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-13/18.12.1/P-320)
805
126063
156.6
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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)
115
27853
242.2
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Providing and fixing G.I. union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required:
-
-
-
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15 mm nominal bore (DSR-13/18.47.1/P-327)
115
38174
331.95
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Add labour cess @ 1% on all above items
31975600.35
319756
0.01
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