Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 Feb 2024
Closing Date12 Feb 2024
Tender Amount₹ 1,18,68,281
Costs
EMD
₹ 2,38,000Document Cost
₹ 2,370Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GNIDA_888917_8Bid Award Id
ViewTender No
SM/(E-TENDER CELL)/2024/494 DATE-31.01.2024Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
SOR (ITEM NO 281)
PWD SPECIFICATION NO-5.4.3
228.21
1328182
5820
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
-
-
-
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RCC Grade M25 using batching plant transit mixer & Concrete pump
Morth-9.06 D/Case-II
456.43
3629490
7951.91
... More
PART B :- Drain work
-
-
-
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Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the 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 the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only SOR -2020/251(a)
490.23
46571
95
... More
Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SOR (ITEM NO 281)
-
-
-
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PWD SPECIFICATION NO-5.4.3
71.75
417585
5820
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Brick work with bricks of Class designation 150 in foundation and plinth in.
-
-
-
... More
Cement mortar 1:6 ( 1cement : 6 Coarse sand)
PWD SPECIFICATION NO 6.1.1
226.85
1122907
4950
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
... More
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size
DSR-18/Item Code: 4.1.3
11.05
77350
7000
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12 mm cement plaster of mix
-
-
-
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1:6 (1 cement: 6 coarse sand)
-
-
-
... More
DSR-18/Item Code: 13.4.2/A.R
1069.68
176293
164.81
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Road Sand stone in cement mortar 1:6
28.42
11489
404.28
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-all work upto plinth.
-
-
-
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1cement:1.5coarse sand :3graded stone aggregate 20mm nominal size.
40mm wide drain
8.73
70223
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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THERMO-MECHANICALLY TREATED BARS.
1028
94966
92.38
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PART C :- Sewer work
-
-
-
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Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the 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 the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only
SOR -2020/251(a)
220.79
20975
95
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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
196
56992
290.78
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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.
-
-
-
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250mm dia NP-2 PIPE
DSR-18 Item Code: 19.6.3
184.32
22088
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
108
22532
208.63
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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
108
8189
75.83
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Providing and laying in position 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40
mm nominal size) in concrete cradle under NP-2 pipe of following diameter including centering shuttering but excluding excavation.(A.R.GNIDA)
250mm dia NP-2 PIPE
196
62680
319.8
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Providing and laying in position 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40
mm nominal size) in concrete cradle under NP-2 pipe of following diameter including centering shuttering but excluding excavation.(A.R.GNIDA)
150mm dia NP-2 PIPE
95.58
22700
237.5
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Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter con conforming 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 centering, shuttering all the external surface shall be paid for separately) :complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 10 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
27
257560
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
DSR 16 -19.10.2
10
48900
4890.07
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Constructing masonry Chamber 60x60x75 cm inside, in brick 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) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 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 common burnt clay F.P.S.(non modular) bricks of class designation 100
-
-
-
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With F.P.S brick of class design-150 DSR-18 118.33.1/AR
27
181526
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).
-
-
-
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150 mm dia
DSR-2018/19.34.2/AR
27
10292
381.19
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Brick work with bricks of Class designation 150 in foundation and plinth in. Cement mortar 1:6 ( 1cement : 6 Coarse sand)
3
14850
4950
... More
12 mm cement plaster of mix
-
-
-
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1:6 (1 cement: 6 coarse sand)
DSR-18/Item Code: 13.4.2/A.R
50
8240
164.81
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
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1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20
-
-
-
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mm nominal size
DSR-18/Item Code: 4.1.3
1
7000
7000
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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-19.16.1 / AR
81
24980
308.4
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PART D :- WATER SUPPLY WORK
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-
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Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the 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 the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only SOR -2020/251(a)
187.92
17852
95
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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 90MM DIA, SOR/AR
348
104413
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
81
13848
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
27
3469
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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15 mm dia nominal bore
DSR-18/18.20.1/AR
27
6918
256.23
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PART E- 60.00MTR ROAD CONNECTING
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-
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construction of embankment with approved material obtained from borrow pits with all lifts and leads transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300-2
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-
-
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MORTH-305
Depth 0.00 -1.50 M. B.G.L.
2227.5
576254
258.7
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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 22.50 cm. 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-18/16.1
803
66657
83.01
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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-18/16.2/ AR)
401.5
3850
9.59
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Granular sub-base with close graded A,plant mix method construction of granular sub-base by providing close graded material,mixing in mechanical mix plant at OMC, carrige of mixed material to work at motor grader on prepared surface and compacting with vibratory roller to achieve the desired density,complete as per clause 401 for grade-1 material
MORTH/AR GNIDA
160.6
670293
4173.68
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Wet mix macadam Providing,laying,spreading and compacting graded stone aggregate to wet mix macadam precification including premixing the material with water OMC in mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Technical Specification Clause 406 of.MORTH
192.5
919784
4778.1
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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
-
-
-
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With F.P.S. bricks of class designation 150
DSR-18/16.7.1/AR
110
17400
158.19
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Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
-
-
-
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On W.B.M. @ 0.70 Kg I sqm.
SOR/MORTH ITEM NO.502
770
25471
33.08
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Open-Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.
-
-
-
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For 25 mm thick SOR/Morth no -508
770
142611
185.21
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Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively ,250mm high in M20 grade PCC on M-10 grade foundation 150mm thick,kerb stone laid with kerb laying machine ,foundation concrete laid manually ,all complete as per clause 408.
MOTH 408
110
49027
445.7
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Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in- charge and accordance with applicable specifications.
33
17160
520
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Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should confirm ISI no. 105/106/133-1950.As in item (647) above but for every subsequent coat on previously treated surface SOR-647+648
121
7381
61
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Labour cess will be paid extra as per applicable
-
-
-
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GST will be paid extra as per applicable
-
-
-
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