Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Eprocure
Opening Date12 Jun 2024
Closing Date26 Jun 2024
Tender Amount₹ 4,16,18,600
Costs
EMD
₹ 8,33,000Document Cost
₹ 5,940Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GNIDA_927579_21Bid Award Id
ViewTender No
SM/(E-TENDER CELL)/2024/514 DATED-07.06.2024Tender 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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Preparation and consolidation of sub grade with power road roller of
8 to 12 tonne capacity after excavating earth to an average of 22.5
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 earthwith lead upto 50 metres
DAR18/16.1
11976.15
994140
83.01
... More
Supplying and stacking at site.
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-
-
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90 mm to 45 mm size stone aggregate.
RMR
1354.04
3567543
2634.74
... More
63 mm to 45 mm size stone aggregate.
RMR
951.05
2556584
2688.17
... More
53 mm to 22.4 mm size stone aggregate.
RMR
988.7
2720951
2752.05
... More
Supply moorum
AR/GNIDA
197.74
540057
2731.15
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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity 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 .
DAR-2018/16.4
3293.79
1381382
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 upto 50 metres with bricks of class d-150. DSR-18/16.7.1
4017.82
635578
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)
14138.83
590013
41.73
... More
Morth-510
14138.83
2818151
199.32
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Dry brick on edge flooring in required pattern with bricks of class
designation 7.5 on a bed of 12 mm mud mortar, including filling joints
with Jamuna sand, with common burnt clay non modular bricks.
DAR-2018/11.2
718.2
410343
571.35
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Cement Concrete with 4 cm 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. ( As per item sor no. 281)
71.82
417992
5820
... More
Morth-20/21.04
143.64
1086222
7562.12
... More
Supply of ISI market RCC NP-2 pipes of following size including carting loading unloading at godown including all taxes and levies & rubber rings.
250 mm.NP-2 dia. RCC Pipes
420
122127
290.78
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Laying of NP-2 RCC S&S pipes jointed with stiff mixture of cement mortar in the propertion of 1:2 (1Cememt:2Coarse sand) including testing of jointed complete
250 mm. dia. RCC Pipes
420
50332
119.84
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Providing and laying 80 mm thick ISI mark factory made cement concrete interlocking paver block made by block making machine with strong vibratroy compaction of apporved size, disign, shape, laid in required coloured of M-40 & pattern over and including averege 50mm thick compacted bed fine sand and filling the joints with fine sand all complete as per directtion of Engineer -in - charge with conforming to ISI-15658 &IRC:SP:63 DSR13/16.68/GNIDA/AR
500
485800
971.6
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Drain 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 foundaiton trenches. (Where machine can not reach/move). For Building work only . ( As per item sor no. 251)
3594.11
341440
95
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Cement Concrete with 4 cm 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. ( As per item sor no. 281)
582.77
3391721
5820
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M-150 Brick Work in 1:6 cement & fine sand 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. 303
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-
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Same as item no. 303 but in 1:5 one cement & five fine sand mortar 304
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-
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Same as item no. 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. 305
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-
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Same as item no. 305 but in 1:4 one cement & four Coarse sand of 2.20 F.M. mortar. 305A
1174.34
5812983
4950
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Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 279
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-
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Same as above item no. 279 but with 2 cm. gauge stone grit instead of 4 cm. gauge stone ballast. 279A
152.55
1067850
7000
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12 mm cement plaster of mix
-
-
-
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1:6 (1 cement: 6 coarse sand)
DAR-2018/13.4.2
4600.27
758170
164.81
... More
Case II RCC Grade M20 using batching plant transit
mixer & manual placing
Morth-20/15.11/ p-653
93.44
711486
7614.37
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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 of grade Fe-500D or more. (Sail steel)
DAR-2018/5.22.6
8563.21
831744
97.13
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SEWER LINE
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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 foundaiton trenches. (Where machine can not reach/move). For Building work only . ( As per item sor no. 251)
4839.26
459729
95
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Supply of ISI market RCC NP-2 pipes of following size including carting loading unloading at godown including all taxes and levies & rubber rings.
250 mm.NP-2 dia. RCC Pipes
4671.9
1358495
290.78
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Laying of NP-2 RCC S&S pipes jointed with stiff mixture of cement mortar in the propertion of 1:2 (1Cememt:2Coarse sand) including testing of jointed complete
250 mm. dia. RCC Pipes
4671.9
559880
119.84
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Providing and laying in position cement concrete 1:4:8 (1cement:4coarse sand:8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-2 pipe of folling diameter including centring shuttering but excluding excavation.
250 mm. NP-2 dia. RCC Pipes
4671.9
1494073
319.8
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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), in side 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 :
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-
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0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be 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 complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately)
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-
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
dsr13/19.9.1.1
103
982544
9539.27
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Constructing brick masonry circular manhole 1.22 m internal dia at
bottom and 0.56 m 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 (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
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-
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1.68 m deep with SFRC Cover and frame (heavy duty HD-
20 grade designation) 560 mm internal diameter conforming
to I.S. 12592, total weight of cover and frame to be 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 complete.
(Excavation, foot rests and 12 mm thick cement plaster at
the external surface shall be paid for separately) :
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-
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With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
DAR13/19.11.1.1
13
237438
18264.53
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Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67
-
-
-
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
DARr13/19.10.1
10.65
52079
4890.07
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Extra depth for circular type manhole 1.22 m internal dia (at bottom)
beyond 1.68 m to 2.29 m :
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-
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With common burnt clay F.P.S. (non modular) bricks of
class designation 7.5
DAR13/19.12.1
2.25
14190
6306.67
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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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-
-
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With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 dsr18/18.33.1
205
1378256
6723.2
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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 150 mm dia DAR18/19.34.1
205
78143
381.19
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supply of ISI marked RCC NP-2 pipes of following size including carting loading,unloading at godown including all taxes and levies & rubber rings.
150 mm. dia. RCC Pipes
820
171076
208.63
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Laying of NP-2 RCC S&S pipes jointed with stiff mixture of cement mortar in the propertion of 1:2 (1Cememt:2Coarse sand) including testing of jointed complete
-
-
-
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150 mm. dia. RCC Pipes
820
62180
75.83
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Providing and laying in position cement concrete 1:4:8 (1cement:4coarse sand:8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-2 pipe of folling diameter including centring shuttering but excluding excavation. 150mm dia NP-2 concrete cradle
820
194750
237.5
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Making connection of drain or sewer line with existing manhole
including breaking into and making good the walls, floors with cement
concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) cement plastered on both sides
with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a
floating coat of neat cement and making necessary channels for the
drain etc. complete
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-
-
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For pipes 100 to 250 mm diameter
DAR18/19.21.1
18
6906
383.69
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WATER LINE
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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 foundaiton trenches. (Where machine can not reach/move). For Building work only . ( As per item sor no. 251)
2350.47
223294
95
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Providing and Laying, jointing & 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 & required head for testing)
-
-
-
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90mm dia(O.D.)
2992.88
897983
300.04
... More
110 mm Dia
1359.81
549159
403.85
... More
Providing and Fixing Sluice valve as per ISS 780 class PN 1 ISI mark including supply of jointing material such as bolts and nuts rubber insertion while lead testing etc complete ( The tail piece will be paid seperately tapers etc if required will be paid seperately)
-
-
-
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100 mm diameter
Class II DAR-18/18.31.1.2
8
29176
3647.09
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Providing and Fixing C.l. double action air valve of approved quality with bolt, nuts and rubber insertion etc. Complete ( The tail Piece will be paid seperately tappers etc. If required will be paid seperately.100mm dia
DAR-18/18.59.3
4
28265
7066.48
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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 :
-
-
-
... More
With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 dsr18/18.33.1
16
107571
6723.2
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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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