Greater Noida Industrial Development Authority Tender
If you're a registered bidder for etender UP and want to inquire about any e-tender UP government has posted, this is your stop. No need to enter every detail on the website of <a href="https://etender.up.nic.in">etender.up.nic.in</a> - BidAssist filters will help you find the exact UP etender you're looking for. Read to learn how to search & bid for etender UP.
Greater Noida Industrial Development Authority - GNIDA Tender
Other Consultancy Services
Consultancy Services
Eprocure
Opening Date9 Feb 2024
Closing Date23 Feb 2024
Tender Amount₹ 3,51,79,347
Costs
EMD
₹ 7,04,000Document Cost
₹ 5,290Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_GNIDA_893314_10Bid 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/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
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
-
-
-
lead upto 2 km.
Morth 3.18
5400.77
1113693
206.21
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
3380.95
403347
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
5135.1
426264
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
925.6
3863157
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
1267.95
6058391
4778.1
supplying and stacking at site
-
-
-
90 mm to 45 mm size stone aggregate
R.M.R
416.75
1098027
2634.74
63 mm to 45 mm size stone aggregate
R.M.R
1008.83
2711906
2688.17
53 mm to 22.4 mm size stone aggregate
R.M.R
296.03
814689
2752.05
Morrum
R.M.R
185.7
507174
2731.15
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.
MORTH-404
1738.83
676144
388.85
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
1648.06
230629
139.94
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
23.91
139156
5820
M-150 Brick Work in 1:6 Cement & Course 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. Morth -305(a)
25
123750
4950
12 mm Cement Plaster of mix 1:6 (1 Cement :6 Course Sand) D.S.R/13.4.2
108.68
17911
164.81
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). DSR-13/16.69
23.55
162490
6899.81
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 Kg of bitumen for 10 Sqm.
8304.1
446677
53.79
Providing and applying tack coat with VG-10 using emulsion pressure distributor at the rate of 0.5 kg per sqm on the prepared bitumen surface cleaned with mechanical broom ( MORTH-502/AR/GNIDA)
-
-
-
On bituminous surface with 3 kg of bitumen for 10 sqm
8304.1
138512
16.68
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
207.6
50556
243.53
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
100
145594
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
100
23505
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
10
115043
11504.38
BOQ- Drain Work
-
-
-
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)
5531.84
525524
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
493.43
2871762
5820
M-150 Brick Work in 1:6 Cement & Course 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. Morth -305(a)
1474.5
7298775
4950
12 mm Cement Plaster of mix 1:6 (1 Cement :6 Course Sand) D.S.R/13.4.2
4404.21
725857
164.81
Cement Concrete with 4 cm gauge approved stone ballast course 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.
MORTH-279(a)
85.18
596260
7000
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)
31.5
253385
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)
3090.94
300223
97.13
BOQ- Sewer Work
-
-
-
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)
-
-
-
Depth 0.0 -1.50 m
5066.8
481346
95
Depth 1.5 -3.0 m
2024.85
222733
110
Depth 3.0 -4.50 m
51.9
6487
125
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)
-
-
-
250mm dia NP-2 concrete cradle
1210
386958
319.8
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)
-
-
-
250 mm dia NP-2 pipe
1210
351843
290.78
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)
-
-
-
250 mm dia NP-2 pipe
1210
145006
119.84
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), in side cement plaster 12 mm thick with cement mortar 1:3 (1cement : 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 40mm nominal size), and making necessary channel in cement concrete 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 : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182kg., fixed in cement concrete 1:2:4 (1cement : 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) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.D.S.R-13/19.9.1
6
57235
9539.27
Extra depth for circuler type manhole 0.91 M internal dia.
-
-
-
beyond 0.91 m to 1.67 metre: With bricks of class designation 100 dsr-13/19.10.1
3.12
15257
4890.07
Constructing brick masonry circular type manhole 1.22 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 (1cement : 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 40mm nominal size), and making necessary channel in cement concrete 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 : 1.68m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182kg., fixed in cement concrete 1:2:4 (1cement : 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) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.D.S.R-13/19.11.1
14
255703
18264.53
Extra depth for circuler type manhole 1.67 M internal dia
-
-
-
.beyond 1.68 to 2.29metre: With bricks of class designation 100. DSR-13/19.12.1
6.72
42380
6306.67
Constructing brick masonry circular type manhole 1.52 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 (1cement : 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 40mm nominal size), and making necessary channel in cement concrete 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 : 2.30m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182kg., fixed in cement concrete 1:2:4 (1cement : 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) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.D.S.R-13/19.13.1
25
962559
38502.36
Extra depth for circuler type manhole 1.52 M internal dia. beyond 2.30 metre: With bricks of class designation 75.
D.S.R 2013/19.14.1
18.08
269988
14933
Providing M.S Foot rests including fixing in manholes with 20x20x10 cm cement concrete
-
-
-
blocks 1:3:6 (1 cement:3 course sand : 6 graded stone aggregate 20 mm nominal size) with 20x20 mm squre bar DSR-13/ 19.15.1
225
60331
268.14
Lebour Cess will be paid extra as per applicable
-
-
-
GST will be paid extra as per applicable
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements