Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Dec 2024
Closing Date20 Dec 2024
Tender Amount₹ 53,45,537
Costs
EMD
₹ 1,07,000Document Cost
₹ 1,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GNIDA_981719_5Bid Award Id
ViewTender No
SM/(E-TENDER CELL)/2024/542 DATED- 06.12.2024Tender 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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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete (53 mm to 26.5 mm@ 27.5 percent, 26.5 mm to 9.5 mm @ 22.5 percent, 9.5 mm to 4.75 mm @ 10 percent, 4.75 mm below @ 40 percent). as per clause 401 of morth.
198.07
4173
826680.79
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at 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.(45 mm to 22.4 mm@ 30 percent, 22.4 mm to 2.36 mm @ 40 percent, 2.36) As per clause MORTH-406
440.15
4778
2103278.78
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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: DAR-2018/16.7.1
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With FPS bricks of class designation 150
548
139
76276.12
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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- 251)
38.88
95
3693.6
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Supply of ISI market RCC NP-3 Hume Pipe ( including collars for which nothing extra will be paid including loading and unloading). (As per item pwd SOR-18/38.1)
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350 mm. NP-3 dia RCC pipes
72
1455
104827.68
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Laying of NP-3 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 DAR-18/19.6.4.1
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350 mm. dia RCC pipes
72
224
16133.76
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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: DAR-18/18.33.1
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With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
18
6723
121017.6
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Prime coat over stabilized soil bases/crusher run macadam
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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 7.50 kg/10sqm using mechanical means. as per clause 5.01 of MORTH
1048.05
36
37729.8
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Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.5 kg per sqm on bituminous surface the prepared cleaned with mechanical broom. as per clause 5.02 of MORTH
2096.1
23
49803.33
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Dense Graded Bituminous Macadam Grading-2
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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver inisher 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 MoRT&H specification clause No. 505 complete in all respects.
41.92
10822
453658.24
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Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder crmb-55 @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a 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 MORT&H specification clause No. 507 complete in all respects
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30MM thick
1048.65
368
386417.04
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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 foundaiton trenches. (Where machine can not reach/move). For Building work only. (As per item SOR- 251)
230.27
95
21875.65
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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-2018/281)
32.9
5820
191478
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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. (UPPWD SOR-2018/305a)
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Same as item no. 305 but in 1:4 one cement & four Coarse sand of 2.20 F.M. mortar.
126.11
4950
624244.5
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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. (PWD SOR- 2018/279a)
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Same as above item no. 279 but with 2 cm. gauge stone grit instead of 4 cm. gauge stone ballast.
8.95
7000
62650
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12 mm cement plaster of mix : DAR-18/13.4.2
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1:6 (1 cement: 6 coarse sand)
448
164
73834.88
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Labour Cess and GST will be paid extra as per govt. orders
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