Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Building Construction
Eprocure
Opening Date5 Mar 2024
Closing DateCancelled
Tender Amount₹ 62,16,361
Costs
EMD
₹ 1,25,000Document Cost
₹ 1,810Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GNIDA_910397_12Bid Award Id
ViewTender No
SM/(E-TENDER CELL)/2024/499 DATED-29.02.2024Tender 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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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)
298.31
1736164
5820
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Providing and laying I shaped interlocking tiles Rubber Moulded 80mm thick precast cement concrete having plan dimension 200 x (160+120mm) with compressive strength not be less than 40Mpa (M-40 and weight 5Kg, laid in required pattern over and including average 50mm thick compacted bed fine sand and filling the joints with fine sand all complete as per direction of Engineer-in-Charge with conforming to ISI-15658-2006 (SOR/A.R) Grey colour.
380.28
369480
971.6
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M-150 Brick Work1:4 one cement & four Coarse sand of 2.20 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. SOR-2020, item-305(a)
19.56
96822
4950
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12 mm cement plaster of mix, 1:6 (1 cement: 6 coarse sand)
DSR-18/Item Code: 13.4.2
170.16
28044
164.81
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Cement concrete with 2cm gauge approved stone ballast, coarse 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. (UPPWD/SOR-2020/279(a))
21.78
152460
7000
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Plain/Reinforceed cement concrete in open foundation complete as per drawing and technical specifiations.CC Grade M25 using batching plant transit mixture and manual placing
Morth-20 Item-15.11
187.34
1489710
7951.91
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Providing and laying in position bitumen hot p sealing compound for expansion joints etc.Using grade 'A' sealing compound.
DAR/16.46.1
205.8
430
2.09
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Water Supply Work
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-
-
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Providing and fixing uPVC Pipe (6.0 Kg. per Sqcmpressure) Kisan/Supreme Quality or Equivalent)including all uPVC fittings This includes jointing ofpipes & fittings with one step uPVC solvent cement,trenching, refilling & testing of joints complete asper direction of Engineer in Charge. External work
90mm dia,SOR/AR
335.9
100783
300.04
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work :
-
-
-
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15 mm dia nominal bore. (DSR-18/18.12.1/ AR)
140
23935
170.97
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Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work).
-
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-
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15 mm nominal bore (DSR-18/18.46.1/ AR)
35
4497
128.51
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Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main:
-
-
-
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15 mm nominal bore (DSR-18/18.20.1/SOR)
35
8968
256.23
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Sewer Work
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-
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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)
297.56
28268
95
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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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250mm dia NP-2 Pipe,DSR-18/AR
176.3
51264
290.78
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laying non-pressure NP-2 class (light duty) R.C.C. 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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-
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250mm dia NP-2 Pipe,DSR-18/AR
176.3
21127
119.84
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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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250mm dia NP-2 Pipe,AR
176.3
56380
319.8
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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), 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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-
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0.91m deep with S.F.R.C. 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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-
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With bricks of class designation-150 (DSR-18/19.9.1.1/ AR)
35
333874
9539.27
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Extra depth for circular type manhole 0.91internal dia (at bottom) beyond 1.68 m to 2.29:With common burnt clay F.P.S. (non modular)bricks of class designation 150 DSR-19.10.1
10
48900
4890.07
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Constructing masonry Chamber 60x60x75 cm inside, in brick 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) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 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 100 DSR-18/18.33.1
35
235312
6723.2
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Providing orange colour safety foot rest of minimuma 6 mm thick plastic encapsulated as per IS: 10910 on12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mmx25mm and overall minimum length 263 mm and width as 165mm a with minimum 112 mm space between protrudedlegs having 2 mm tread on top surface by ribbing or chequering besid esnecessary and adequateanchoring projections on tail length on 138 mm asper standard drawing and suitable to with stand thebend test and chemical resistance test as perspecifications and having manufacture's permanent identification mark to be visible even after fixing,including fixing in manholes with 30x20x15 cmacement concrete block 1:3:6 (1 cement: 3 coarsesand: 6 graded stone aggregate 20 mm nominalsize) complete as per design. DSR-18/AR
105
32382
308.4
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Saheed Smarak Miscellaneous
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-
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Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge, in skirting, risers of steps and dados, over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (DSR-18/11.36/ AR)
10
10672
1067.2
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Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should confirm ISI no. 105/106/133-1950.As in item (647)
50
1850
37
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Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
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-
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20mm thick,DSR-18/11.26.1/SOR
20
26357
1317.88
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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 of grade Fe-500D or more./Cold twisted bars. (Sail Steel) (DSR-2018/5.22.6/AR)
200
18476
92.38
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Labour ceaa will be paid extra as per applicable
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GST will be paid extra as per applicable
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