Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Eprocure
Opening Date17 Dec 2019
Closing Date6 Jan 2020
Tender AmountRefer Documents
Costs
EMD
₹ 1,02,000Document Cost
₹ 1,690Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_GNIDA_412812_14Bid Award Id
ViewTender No
GM/PROJECT/S/2019/68 DATED 06.12.2019Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks marginal banks and guide banks or filling up ground depression as per MORTH. (A.R./GNIDA) All kinds of soil.
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Lead upto 50M and lift upto 1.50M
405.72
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71.09
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Carriage/disposal of earth/material by mechanical transport including loading, unloading and stacking. (AR/GNIDA). Earth:
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-
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Lead upto 1.0 Km.
405.72
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48.8
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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-13/16.1/P-262)
928.66
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73.55
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
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1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). (DSR-13/4.1.8/P-85)
141.24
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3920.65
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
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-
-
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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). (DSR-13/4.1.2/P-85)
328.55
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5317.75
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Centring and shuttering including strutting, propping etc. and removal of form for:
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-
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Foundations, footings, bases of columns, etc. for mass concrete. (DSR-13/5.9.1/P-97)
312.5
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186.4
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Wall (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (DSR-13/5.9.2/P-97)
779.28
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334.5
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level: (Cast-in-Situ)
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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). (DSR-13/5.1.2/P-96)
111.82
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5552.25
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
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-
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Thermo-mechanically treated bars/Cold twisted bars. (DSR-13/5.22.6/P-99)
8777.87
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66.5
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Brick work with bricks of class designation 150 in foundation and plinth in:
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-
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Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-13/6.1.2/P-111)
80.8256
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4646.5
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12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-13/13.4.2/P-222)
348.62
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142.25
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
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-
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1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). (DSR-13/4.1.3/P-85)
8.18
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4921.7
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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)
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-
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250 mm dia NP-2 pipe
172.8
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303.42
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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)
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250 mm dia NP-2 pipe
175.9
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82.56
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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. (AR/GNIDA)
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250mm dia NP-2 concrete cradle
165.9
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266.5
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Constructing brick masonry circular type manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 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 all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately):
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With bricks of class designation-150 (DSR-13/19.11.1.1/P-352-353)
10
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15524.4
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Sewer connection of chamber for houses
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-
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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)
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150 mm dia NP-2 pipe
60
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213.7
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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. (AR/GNIDA)
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-
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150mm dia NP-2 concrete cradle
60
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164.57
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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)
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-
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150 mm dia NP-2 pipe
60
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55.02
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Constructing masonry chamber 60x60x75 cm. inside, in bricks work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm 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 20mm 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) 12mm thick finished with a floating coat of neat cement complete as per standard design:
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With bricks of class designation-150 (DSR-13/18.33.1/P-324)
15
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6441.05
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Extra depth for circular type manhole 1.52m internal dia (at bottom) beyond 2.30m: With bricks of class designation-150 (DSR-13/19.14.1/P-353)
4
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14522.9
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Add labour cess @ 1% on all above items
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0.01
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