Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date12 May 2022
Closing DateCancelled
Tender AmountRefer Documents
Costs
EMD
₹ 3,34,000Document Cost
₹ 2,850Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_GNIDA_698097_9Bid Award Id
ViewTender No
GM/(ENGG.)/2022/359 DATE-09.05.2022Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
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Documents
BOQ Items
Depth from 0.0 to 1.5 M below G.L.
1232.31
-
109.26
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)
-
-
-
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). (DSR-13/4.1.8/P-85)
469.7
-
3920.65
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. (DSR-13/11.2/P-186)
2715.25
-
508.4
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)
-
-
-
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). (DSR-13/4.1.2/P-85)
1450.11
-
5317.75
Brick work with bricks of class designation 150 in foundation and plinth in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-13/6.1.2/P-111)
378.43
-
4646.5
12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-13/13.4.2/P-222)
2036.96
-
142.25
Centring and shuttering including strutting, propping etc. and removal of form for:
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete. (DSR-13/5.9.1/P-97)
767.45
-
186.4
Carriage/disposal of earth/material by mechanical transport including loading, unloading and stacking. (AR/GNIDA). Earth:
-
-
-
Lead upto 1.0 Km.
1050
-
49.39
Providing and laying 80mm thick I.S.I. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63. (AR/GNIDA)
1135.82
-
873
Providing and fixing in position 12mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints. (DSR-13/5.28/P-100)
328.9
-
4.36
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
-
-
-
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR-13/10.25.2/P-180)
2000
-
86.5
Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
1604.52
-
109.26
Supply of ISI marked RCC S&S NP-3 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings. (AR/GNIDA)
-
-
-
250 mm dia NP-3 pipe
1489
-
347.2
Laying of NP-3 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-3 pipe
1489
-
96.25
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. (AR/GNIDA)
-
-
-
250mm dia NP-3 concrete cradle
1458.64
-
270.8
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:
-
-
-
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):
-
-
-
With bricks of class designation-150 (DSR-13/19.9.1.1/P-352)
66
-
8241.55
Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m: With bricks of class designation-150 (DSR-13/19.10.1/P-352)
18.59
-
4698.4
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mm x 25mm and over all minimum length 263 mm and width as 165 mm 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 20mm nominal size) complete as per design.) (DSR-13/19.16/P-353-354)
246
-
295.2
Add labour cess @ 1% on all above items
16486133.33
-
0.01
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