Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Eprocure
Opening Date9 Feb 2024
Closing Date19 Feb 2024
Tender Amount₹ 4,47,96,382
Costs
EMD
₹ 8,96,000Document Cost
₹ 6,250Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GNIDA_893314_3Bid Award Id
ViewTender No
SM/(E-TENDER CELL)/2024/495 DATE-06.02.2024Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
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Documents
BOQ Items
Construction of sub-grade and earthen
shoulders with approved material obtained
from borrow pits with all lifts & leads,
transporting to site, spreading, grading to
required slope and compacted to meet
requirement of Table No. 300-2
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-
-
lead upto 2 km. Morth 3.18
7785.89
1597664
205.2
Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers , trimming bottom and side slopes in accordance with requirement of lines, grades and cross sections, and transporting to the embankment location with in all lifts and lead up to 1.0 km Morth 3.6
719.67
85856
119.3
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 earth lead up to 50 metres.
AR-18/16.1/P-62
1508
125179
83.01
Construction of granular sub base by providing close graded material , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place mathod with rotavator at OMC. And compacting with vibratory roller to achive the desired density, complete as per clause 401
MORTH
1765.46
7368465
4173.68
Providing laying spreading and compacting graded stone aggregates to wet mix macadam spesification including premixing the material with water at OMC in mechenical mix plant carriage of mix material by tipper to site laying in uniform layer with paver in sub base/bace course on well prepared surface and compacting with vibrator roller to achived the desired density clause 406 of Morth AR/ Gnida)
MORTH
2658
12700189
4778.1
Brick edging in full width and half brick depth including excavation , refilling and disposalplus of surplus earth lead of 50 mts
-
-
-
Width bricks of class designation 150
Based D.S.R 13/ 16.7.1
3012
476468
158.19
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 10 kg/sqm using mechanical
means.
-
-
-
On granular base such as WBM and WMM suface with 10.0 Kg of bitumen for 10 Sqm.
8373
504891
60.3
Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.3 kg per sqm on the prepared bitumen surface cleaned with mechanical broom ( MORTH-502/AR/GNIDA)
-
-
-
On bituminous surface with 3.0 kg of bitumen for 10 sqm MORTH
16746
312145
18.64
Dense Graded Bituminous
Macadam Grading-2
MORTH
-
-
-
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 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. 505 complete in all respects.
460.52
5523794
11994.69
Providing ,laying and rolling of open- graded premix surfacing of 25 mm thick ness composed of 13.2 mm to 5.60 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.
MORTH
8373
2122388
253.48
Supply of R.C.C. Hume pipe NP-3 (S&S Type) ISI Marks S.O.R.38.1
-
-
-
350 mm dia np-3 pipe
300
436782
1455.94
Laying NP - 3 R.C.C. 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:
-
-
-
350 mm dia np-3 pipe A.R./GNIDA
300
70515
235.05
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,
with C.I. surface box 100 mm 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 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
dsr-13/18.34.1/p-325
16
184070
11504.38
Part-B (Drain work)
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-
-
Excavation in foundation in ordinary soil (Loam,clayor sand) including lift up to 1.50 M and lead up to 30 M and including filling watering and ramming of excavated earth into the trenches or in to the space between the building and the sides of foundation trenches or in to 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) S.I.N . 251(a)
3186.48
302715
95
Cement Concrete with 4cm gauge approved stone ballast, coarse sand & cement in the propotion of 8:4:1 including supply of all materials, labour, tools&plants etc. required for proper completion of the work MORTH-281
234.36
1363975
5820
Providing and laying in position machine batched, machine mixed design mix M-25 grade cement concrete for
-
-
-
All works upto plinth level. (DSR-13/5.33.1/P-101)
748.3
6019302
8043.97
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (Sail Steel)
-
-
-
Thermo-mechanically treated bars/Cold twisted bars. (DSR-13/5.22.6/P-99)
59882.54
5531949
92.38
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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-
-
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