Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Eprocure
Opening Date17 Dec 2024
Closing Soon30 Dec 2024
Tender Amount₹ 2,61,65,898
Costs
EMD
₹ 5,24,000Document Cost
₹ 4,390Tender Fee
Refer Documents
Summary
Construction Of 24 M. Wide Road, Drain, Sewarage System And Water Supply In Sector Recreational Green- 6, Greater Noida.
Description
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Contact
Tender Id
2024_GNIDA_984057_8Tender No
SM/(E-TENDER CELL)/2024/544 DATED- 13.12.2024Tender 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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Supply and stacking at site.
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90 mm to 45 mm size stone aggregate. RMR
743.86
2634
1959877.69
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63 mm to 45 mm size stone aggregate. RMR
1056.72
2688
2840643
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53 mm to 22.4 mm size stone aggregate. RMR
528.36
2752
1454073.13
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supplying and stacking of moorum at site. RMR
105.67
2731
288600.62
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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
2328.94
372
868205.54
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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 common burnt clay F.P.S. (non modular) bricks of class designation 7.5 SOR/DSR-18/16.7.1
1632
139
228382.08
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Surface dressing on new surface with paving bitumen of grade VG-10 of approved quality using 2.25kg of bitumen per sqm with 1.65 cum of stone chipping 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete.DSR-18/16.25
5712
185
1060432.8
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Providing and tack coat with bitumen VG-10 using anumulsoin pressure distributor at then rate of 0.5 kg per sqm on the propered bituminous surface cleaned with undenical broom. MORTH-5.02
5712
23
136288.32
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Providing and laying concrete with higher capacity batch type hot mix plant using crueshed aggregate of specitied grading permixed with bituuminous brides CRMB-55 @ 5.4% Of mix and filler transporting the hot mix to the work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled, vibratory and tandom rollers to achieve the desired compaction as per MORTH specifition clause 507 complete in all respect.
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30mm thick AR/GNIDA
5712
369
2109612.96
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Water Supply
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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-251a)
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0- 1.50 M. B.G.L
432
95
41040
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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
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160 MM Dia
800
783
627064
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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 foundation trenches. (Where machine con not reach/move). For Building work only (SOR-251a)
288
95
27360
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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-281)
96
5820
558720
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Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & manual placing.MORTH-9.06 E Case II
332.1
8043
2671402.44
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. AR
32587.31
86
2825971.52
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Sewarage System
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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-251a)
2304.32
95
218910.4
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Add to items (251-253) for every additional 30 M. (100) ft.) lead or part of 30 M (100 ft.) or for every additional 1.50 M (5 ft.) lift or part of 1.50 M. (5 ft.)
686.04
15
10290.6
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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
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250mm dia NP-2 Pipe, DSR-18/AR
795.93
290
231440.53
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laying non-pressure NP-2 class (light duty) R.CC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete
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250mm dia NP-2 Pipe, DSR-18/AR
795.93
119
95384.25
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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 as per approved
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250mm dia NP-2 Pipe, AR
780.98
319
249757.4
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Constructing brick masonary circular type manhole 0.91m internal dia at bottom and 0.56m dia at top with 100 class designation FPS bricks in cement mortar 1.4 (1 cement 4 coarse şand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3 (1 cement 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:48 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 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.
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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
7
9539
66774.89
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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
3.82
4890
18680.07
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Constructing brick masonary circular type manhole
1.22m internal dia at bottom and 0.56m dia at top with 100 class designation FPS bricks in cement mortar 1:4 (1 cement: 4 coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 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
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1.68m 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.
9
18264
164380.77
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Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m With common burnt clay F.P.S. (non modular) bricks of class designation 150
2.75
6306
17343.34
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Constructing brick masonary circular type manhole 1 52m internal dia at bottom and 0.56m dia at top with 100 class designation FPS bricks in cement mortar 1.4 (1 cement: 4 coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1.4.8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 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.
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2.30m 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
11
38502
423525.96
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Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 mWith common burnt clay F.P.S. (non modular) bricks of class designation 150
3.1
14933
46292.3
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Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation 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) 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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With F.S.P bricks
3
6723
20169.6
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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 1.36 (1 cement 3 coarse sand 6 graded stone aggregate 20 mm nominal size) complete as per design. DSR-18/AR
143
308
44101.2
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Labour Cess and GST will be paid extra as per govt. orders
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