Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Eprocure
Opening Date17 Oct 2024
Closing Date30 Oct 2024
Tender Amount₹ 4,07,80,520
Costs
EMD
₹ 8,16,000Document Cost
₹ 5,850Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GNIDA_965917_8Bid Award Id
ViewTender No
SM/(E-TENDER CELL)/2024/531 DATED-14.10.2024Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
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Documents
BOQ Items
Earth work in foundation in ordinary soil (loam,clay or sand) icluding lift up to 1.50 m. and lead up to 30m. and including filling watering and ramming of excavated earth into the trenches or into the space 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 30m. from the foundation trenches. (SOR- 251a)
51104.06
95
4854885.7
Supply of ISI marked R.C.C.NP-3 pipes of following sizes including carting loading, unloading, at godown, including all taxes and levies & rubber rings (market rate) GNIDA/AR
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450 MM Dia NP-3 Pipe
2250
1994
4487040
Laying of following dia RCC hume pipe s&s NP-2 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe. GNIDA/AR
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450 MM Dia
2250
161
363780
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-3 pipe of following diameter including centring shuttering but excluding excavation as per approved.
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450 mm dia
2250
858
1931512.5
Constructing brick masonry circular manhole 1.52 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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2.30 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) DAR-19/13.1.1
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
90
38502
3465212.4
Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m:
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-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR-18/19.14.1
45
14933
671985
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 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) complete as per design. DSR-16/19.16.1
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5.05 Rmtr. Say 5.0 mtr
630
308
194292
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm 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 upto 50 metres. DSR-2018/16.1
8540
83
708905.4
Dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of 12mm mud mortar including filling joints with Jamuna sand (with M-150 bricks) complete. DSR-2018/11.2
550
571
314242.5
Cement concrete with 4 cm gauge approved stone ballast, coarse sand &cement in the proportion of 8:4:1 including supply of all materlals, labour, tools, & plants etc.required for proper completion of the work.1
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8:4:1(1cement :4coarse sand 8 graded stone aggregate 40mm nominal size) SOR/5.4.3
55
5820
320100
Plain/Reinforceed cement concrete in open foundation complete as per drawing and technical specifiations. RCC Grade M25 using batching plant transit mixture and manual placing.
MORTH-20 Item-15.11/D/Case II
110
7951
874710.1
Construction of granular sub-base by providing spreading in uniform layers with mortar grader on prepared surface, mixing by mix in place method with rotavator at OMC coarse graded material and compacting with vibratory roller to achieved the desired density, complete as per MORTH clause 401 (AR/GNIDA)
1430
4173
5968362.4
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.
1608.75
4778
7687492.31
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 F.P.S brick of class designation 150.
2600
139
361894
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.
7293
46
337592.97
Providing and applying tack coat with bitumen VG- 10 using pressure distributor at the rate of 0.5 kg per sqm on the prepared bituminous surface cleaned with mechnical broom
7293
23
169635.18
Providing, 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 work site, laying with a hydrostatic paver finisher with senior control to the required grade, lavel and alignment rolling with smooth wheeled vibratory and tandem roller to achieve the desired compaction as per MORTH&H specification clause No.505 complete in all respects.
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50 mm compacted thickness with bitumen penetration of 60/70 4.5% by weight of total mix.
357.5
10718
3831842.3
Providing and laying bitumen concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @5.0% of mix and filler transporting the hot mix to work site laying with hydrostatic paver finsher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled, vibrator and tendom roller to achieve the desired compaction as per MORTH specification clause 509 complete in all respect (MORTH/GNIDA)
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40mm compacted thickness with bitumen penetration of CRMB-55 @5% by weight of total mix
7150
485
3470824.5
Labour Cess and GST will be paid extra as per govt. orders
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